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39982 Harmon Grove Ct
3 Q rn C) N Q) v x rn N 0 - o N LO I i x rz rn 0 a a 0 0 J cV 0 L0 CD CN i o' a i H a O v a E O `v c c J y N LZ 0 U I y 0 a i a c 0 0 U J �t - .L C tilt, UUr +• Ck 11 vLa i E%.t��vtil3ti. ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO 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 K/WALL or KINall 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 Towei 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 CIA 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 MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VL or V.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 WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. 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 ADDED VAULT. CLG. 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE I = EE INI 111+J AAL 11 Ism 1941 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 MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 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. f� .• C) Sj •, — Q � OF : �� F• L.O R OFi_ SSWL' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 r` ' 00 •--. v E O N N J • u± C Y 6 C: 'j u7 W N J 3k LL W rn r; a w a- le '` Z t m ° W o o0rNco O w L m � m y^r W e, Z IL C'°'¢aFa o� O J a ac Ur N M a OU Of 50 0 c�Jm Z W ❑❑❑ V M z N S z z d- U) N N 0 X u_ V OLIJ N r2f U w m E6`..., L Qj ¢ Sm r` co w M C7O m¢ Z < J C1. w= Q� Za Ua U CU f0 Zn7 O - E o x� 0� o ¢o UO DU �< Z �o �; n3 CO a 'x Nm m� 0 zZ Z J aw Zz N in3 Q op Z g° a Nw W U wLL � � o� w 3 00 [O aQ o¢ �o � O- � Z¢ U� No > Ltd rn m (0 c9 > CU o Y > 0 o r i L E I� CV T M O 2 CN �— N LLO LO T 2 � rn � r E o� w c M o Z z E Q m c `—° a E o 0 _J -_o m Q o aci � JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. C S 19li A S3 65'-0" I I 5-SH ---- R&S ---- BUILDER TO 1----------- T O36 36O 6"DPr N PROVIDE I I LINEN 0 APPLIANCE I I I K TYP p PROTECTION I I S4 GARAGE , WHEN REQUIRED I I I OPENING ■ OWNER'S SUITE TB _ O. BAT W. I.C. 2`6" PER FBC I I I I I I I 8'-0"CLG. 8'-0" CLG. 8'-0" CLG. a I I OM_ I N TILE CARPET oCARPET , 2 CAR GARAGE cCa� 00 8'-0" CLG. 20'-0 „ III I IIlI /8u617'-T-8" u6� 2668rr w 5'-318z 3 Oo286$ HANSON III I I L BOX @ 36" EDGE OF SLAB 2" 1 1 0 I I o A.F.F. BEYOND WALLc 1 O = I I I 60"x36" N DRYER VENT S3 I I SHOWER THRU ROO I > I I 3 2x4 #2 SPF w/ SS v T O --00 G M� &SX00S3 O XDTT2Z @ BASE D `D 11 TP I/ l l I I TYP @ 1 STORY 5'-118 I 4'-0" PT. W OPT. D I I I I A I/x cal NOTE: FINISHED I I r; A LAU N .N �� QI 1C7 WALLS TO BE I I C' AHU r` I FLUSH. VERIFY IN I I F I io 8'-0" CLG. I I FIELD. I I h� TILE `k K CC D 1 60 �� S3 (3) 2x4 #2 SPF w/ S3 S3 ,L L28 38 DTT2Z @ BASE o = I R.A.G. - o FAMILY RM t`C M 2:12 VAULTED CLG. j 9'-4"CLG. N CARPET FOYER 74- 23'-8"��,� I ENTRY 3' 10" T-8" 10'-10$" TILE 5 6„ 78 8 -0" CLG. I I -HDR AT 7'-4'_ ------- _ _ r----- R&S i\-------R&S------ F 2668co 2668 •- ---- N 4'-0" 11'-78" 6'-10" `�l 4'-7" 8'-8" '� 5'-4" `� 14'-6" 5'-4" �' `� 7'-6" I I in 1 5068 B.F. 4068 B.F. OPT. I ----------------- ---- REF. - Q °o �� z �, �', I o _ BEDROOM 2 N =� Z I� 8 PATIO CAFE ---- `�`° - _ W -- • . I . • 8'-o"cLG. BEDROOM 3 - J BEDROOM 4 _ CARPET 8 -0 CLG. BATH 8 -0 CLG. VAULT. CLG. � I D.W. °O ° I I u6m 00 CARPET r Q 3L _ 2� _ 6 3 1 b� CARPET I 8'-0" CLG. ~ CARPET Mc7O 771 ;n O I > U SINKw/DISP j I TILE 2" C7 w O 01. i' 21'-2" 2'_2" 2' " 10'-4" 10' 42' 2'-4' I 5'-3 11'-0" 01 MINT VAULT. CLG. - O li I Ca TP I 00 in cb m 0Y b> ■ 16o TILE CN '��6PANTRY a 00 TB TYP @ 1 RANGE `\' 8' 0" �o r i STORY FLAT CLG. �_ A ' 36 io 1 FIBERGLASS I c 36 5-SH r SURROUND o M S3 i I 16" DEEP 111111 U111 IN -III loll- R I I I I I I 11 llllwlllll777=1"llillmllllllllllllillim 1.14 1111111 W 1111111 777`�Q HB EGRESS EGRESS O tS3 O 15-10" im HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20 X 38 18 4 X 37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 J X 62 1 S.H. 16 20X72 184X714 S.H. 1H2 271/4X26 26X254 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 277X63 26X621/2 S.H. 11-16 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 4 X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 381 52 4 X 37 4 S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 5271 X 62 S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 G SEE SN SHEET OH SEE SIN SHEET ffim 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-A EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4"=1 r-0rf (GARAGE / LIVING) '• (�0 J <G FLO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LO I- W � E o � m co u V 00 J � LL C � Soo st"w z' y �r-r-L o �mv LL W a a `1 -� g 0 5 z 7 @ N rD Q' JO .._I W U5 cij ¢ ¢ ¢ Z LLco L M z O a N ODU�� V M � Z N M 0 0 Z CID N (D z � � � Q J M N zal •jam Ca w � O w o U� W J H Li p w • Q N 14 r- o w CIDn CIDp Z z a L E w� za a N n_ E wo 2 ze oa o FN (a <a U oa z o E o N ao Wz az w (d CcNo ao m� O z�Cxo� _J �� aw gw U)o� N ao a oa � a �w W U �� k a� 3 �° J C:) O v wa 0 a 0 °3 .N O > L1) O 2 60 0 L � 0 O Q > O O m 0 O T o NT CV Lo 00 U-) T T ar M o E � N �; z E Q T a E U � Q p JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES U w MEDICINE CABINET O0 02 Oz CD > CV > M co cocM KITCHEN ISLAND KITCHEN O M a CV OPT. REF. 0 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I L �— TOILET PAPER HOLDER 0 FIN. FLR. SHWR. SHWR. CURTAIN HEAD ROD o- TOWEL BAR IN TUB OR SHWR. -n SHWR. VALVES o- C° SOAP cfl = DISH Q O LOr ch TTOUB � BATHROOMS, SHOWERS AND TUBS DOUBLE RODS M SINGLE ROD CLOSETS / LAUNDRY KITCHEN N. S 0 00 N MIRROR o � OWNER'S BATH BATH 2 O t` INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o 0 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE - C° CABINETS 0 00 00 o LO a 1'-2" x C° 0 2xol T a 1? 0? FRAMING r - N - T C0 Co O O - " O 1 /2" GYP N N N "? BOARD FIN. FLR. '- At Pa. FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" ZZ •',� '• CO 41, I/IlJ,litil 7o 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. s{, W �_.. -. _ ..._.. W r- W Q v E� p U N # N 0 J .• V a F: H N co C �j J LL U co�fU/1 # LL W �N�� Jw0) Q LL co Ll it " C 0 O Z ' r m 0 L „ o O ¢ m¢ Z ILWU) co a ,Nj Z Q' y O N pV U-a U)i Z El El 0aroma o � z N z � � r � Cz v o _� oo nip U _ _ ;I- U o vo° • co w M coM J w ¢ 2 p Z Z � N E oo <� Q OU w= o® a F— xo p �o o� o E o � ao po Wz pw C%) � Qo < o.' m� o z F z Qi < • w E fn < ZZ o a � a W U wo ao � ap <w = o o wx �o 'a= >Ln CO `` c� L � � U O CNI .-. Q Y O U m �O V c TNe T v (0 O = N r T N LO 00 LO O C) o ca Z E Oca M n E U 0 Q C C JOB NO : 21-5012 SCALE : AS NOTED SHEET NO. 2 IN HEEL --------------------- 12 5� 12 \�5 F4 T.O.M. HDR HGT. — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. J FRONT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. —----- -------------------- -------------------- 1'-0" ------------------------- --------------------------------------- V 6" FASCIA (TYP) 3'-0" 10 TEXTURED o CEMENTICIOUS °Q 0o FINISH ON C.M.U. Zo (TYP.) ------------------------------------- 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. SRO W N `NN f• • '•� S :• J •. ''\ LO `�.•$ 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. Wco 3fr� Q .{ of� O M 8 C-,N J 9) N C)CD (p J L, 7r-a�v a- tr. Lu U C J LL W"13 u- L` d 2w' o rn I NN c0 E O 7 0 m �2nrn m aF Z LL Q Q F o a r t..°' I N M Z X D) O OU U ai Z x W ❑ ❑ El V M � Z N o Z � N Z � � J — U) r M N z � o � a--J N OLU S m �Nco U U O N O Q OD Y N mco C:, co2 J o m¢'yN w Z � C QE E O o0 ? 'aR z® ❑a (6 �O Up Z H C O ro N d0 <o �Z a �w L cn C <o ox ym m0 a Z Z Q) v <, }Z : Za > > pp Z 2U W Q� U wLL ep 'oz 3 00 �w ¢ a a �V C C O i > rn f0 c� L � > 0 O Y o O �1 L.L o pp T ��• V r 2 N 04 Ll) LO T_ 2 O) rn v r E O c 0-) CO iii o Z cc Z E O (n c`o a:0 E � Q p c J JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. 3.1 t 1 11 1V P' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) — 00 00 r T_n_M_ c a EXTENDED OVERHANG TO BE CENTERED ON DOOR REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ---------------- ---- ------------------- 1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. \ - (TYP.) y F.FL. L----------------LI--- RIGHT ELEVATION - Al SCALE: 1 /4"=1 I-0" ON 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. wN,/`,,,�����i 47 v •G�NS�ti6 •.,•p . • v ONn �h!!)JJirr�ra)� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 0 r a�� 5 A0 E O c+oT) O N W C � N # J rp J LL = ti') ao � � LL W a- ;> fn � r- P. M v 33 LL 3 J W u- CL ( �[ aU,00 Z @_°'o W t y O N co U) cj O~ W LT O J m LL d d a c: W N OUc¢i�'� ❑ ❑ ❑ Z N M 0 Z aN Z o Q Q J _ r N z oa C� .2 C 0 LL O N Y N .) r" fa F— U � 8 L 8 m °: U Q a � sooN o co Cl)a J Z o ¢ w Z . � L.L +? E E OV Z z o w° of aco o QR Z® o� Za O Ep N X U wo j 0 oQ aZ pw � O i ao wE m0 Z v Cn J z 0 Y U Ng Qw Z ''<Z ZZ n in oa z 58 W �� U � oz a NZ � 00 a < x � -0 MillCIOa 4. zl¢ 3 O > u! O � LT M <o U L 1` � U O. .-. Q y > O N O �1 LL p0 p 0 C Q0 W O T 'T CV L\ 00 L() E E M o Z N Z E O N w (0 c a o U 0 a JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. 3.2 2" 1" 2" N *NOTE: FOAM TO BE USED ONLY WHEN VARIES ^ 1" RADIUS 3 1/2" RADIUS CAP 1/2" RADIUS = Cl' rM CAP N REQUIRED BY COMMUNITY = '-IN ci 4 3/4" RADIUS 1'-54" Mla = C° SPECS. IF NOT, DETAIL TO BE OPENING VARIES 2" 1" 1" BUILT W/ STUCCO. 1/2" RADIUS EDGE OF 1"-,),4" VARIES �Iv 1• OPENING VARIES 0 2�" 2 VARIES V-4" ih t„ 122 VARIES SIN 1 1„ 1141 1 1 1/2" RADIUS 4" 34' 4" 4"�j' 2 � I I N 2 1/2" RADIUS U', c°Miv _ = = -I�v 00 14 VARIES 12 IN M 32 11" 32" BASE CO C>7 `~ BASE _ 3"1'.1" SIN 2 Ttv 1" 1" 3" 3" a 4 1'-8" 3„ 4 N 4" I I 12. *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES 2 = �N 1 1 4 1" � v 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 2a • O 1-1/2" THICK 1-1/2" THICK 101, M 1.. 10" 6" (V I 81 _IN rM 4' z 2" 4" 3" 6" 2" N 2" fn _ Cf) w _ N Bh (V c j ; - 32 1-1/2" THICK 24' _ - nr T M 2'-4" 52 1 5 52 54" 1 -_4" 3" N - co 174, LO jJ�'IL. 2 JILj,I�JI. O 4 1„ I 12" _ T 9 VARIES VARIES 1.. 2 w 22 Q Tr > 1`h� • VARIES VARIES 4" 8.. ; 1 32.: Q4i = - ci r _ _ 00 CD 3„ 6" 4" KEYSTONE F11 r OPTIONAL -- KEYSTONE F11 00 OPTIONAL z 4a �D R44r„ d 3 3 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIESown • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 4 12 2'-1 " 1._4" • FOAM/ EPS MATERIAL IS ACCEPTED S4" 1' 12' S4" 3'-8" 7" N 1" 4" 3'-0" 4" - 10.E 1 �. 101, O c� -_— f2" Noo �. --------- <V - CD - - o------ _ N (V - 00 o v - ih ih QQ, 12 1" v GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH O N t1") O O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C, Q O M oo "8bo o N� Yt 6 m J LL N ll W d vi Qaj (n M [r S LJ1 w LL LL SZ (n fn d Lu Y - z J �y�y$�S 0 0o r�6 W Z W�pjO' ¢ ¢ a _ N c" Z rn O v� vvi ZOU Z N M O c, z < Q � a M z �o W CD 2 T C!� w y � m U O N w o C N A Ln U c6 11' • ® J _ E i S- d U O N �Q • c Quo m sN r` o w co cM ¢ z o z � U- L.L E Zcd � zo CL E �z oa f— N az 2 �o w� yO 1 Z— C o C Q r Q aw N +aJ L w oo m g ro z o Y o o o z aw �, i 2 oa w� z z go Nw W U <o p oz _- � Jz o aQ f jo S V o� za 3 0 c Q = > Lo Orn m t0 U L � � U O CN > O O C r CN cB O 2 N r T � T O 0) E �_ M z m Z E O u) N t4 cco d U Q p c JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER III 21t #14 copper to lights & outlets 150 AMP/ It 12 copper to 20 amp ckts 200 AMP 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect �IT POWER CO. FEED 1.• I INTERSYSTEM 4 Bare Cu Ground •V� /�I BONDING #4 GROUNDING WIRE V TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17. National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PE�W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET t'��` HALF -SWITCHED DUPLEX OUTLET f-Op SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR 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 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) qP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN 6� (1) PHONE LINE, (1) DATA PORT PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER II +, VLVIVII I LV r,LVL-t I L-L WP H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH DI III rIGD ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" N 0 N Ln 0 v 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a V E o a8 � � N" O N a J JLL r i' G O C N o CW" J . u �` w M N cnt-- r-La CN b m v J w a LL CL a JLL LL CL ui Z -a o W � m� oco t0 N ° a O J W (n c rn m J ¢ < rsLL00 O M Z J a O aZ N OU a= UJ rn - Z s W ❑❑❑ V M �2 z � o7T z z o � Q J13— r cNi N z D � o 11 Vi W N — O (/ w a C < VI ytn � c W N C) O y c to Q N 0 Q s eo o Z Mz J o �a Z Z LL E z o > <R E o �F z Z® d oa¢ to g`°1 oZ OE <Z C14ZL o ¢ o m � � :n �a 0 U O o� Z Z J m'aw a ° Ez n o� Z o a W wLL �z x 3 J O J� aQ -o o v zla 'a= ° 3 > Ln rn 0 W O d) � N Q ' O O U O m c T `o o r c CV Lo 00 LO T m T C) cn E w = co o Z Z E O a ) _j ¢ o JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. 4 rn Of rn Of c v 's rn 0 0 J N tL0 I cG O J N tr° I i 0 3 C.) Q O d N E O O C C J h GJ r7 O V O C O UI U N �O a 0 U J tz N N 0 0 0 a cV 0 LO _o Q m 0 ATTIC VENTILATION CALCULATIONS - Al (TRA) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 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 1/150 Rule 1/300 Rule Ridge Off -Ridge j space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SQ. FT. SQ. IN. of Provided by Upper -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'" SPACE SQ. IN. of SQ. FT. Total SQ. of ventilation to I Ventilators (Values to be verified with Manufacturer Specifications) of vented ' IN. of . SQ. INof SQ. IN. of . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) . SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT, required needed required soffit I by upper • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators '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) Main 29 1 Floor 2373 2278 325 1139 81 570 (Zone 1) 435.0 138.0 "NOTE`* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 573.0 ROOF PLAN - ELEV-Al SCALE: %4"=l'-0" W/V ��,•, ram. Pr.,. 45 Q O� •4,, FL.CO) 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. Y/ W v E o lo r` oo .c N o cm '-o st co LL u, to = to N N rn��� 2t W w a M 13 aN o LLL u_ LL o. a Lu 0 - Z— � m o �'.. W _ . cc c5 co i0��� O Q Q t¢- N c') Z U W to p cap rVi) ZO '. W ❑ ❑ ❑ V M � z ry M O � Z N z t• d QU) v N M N z O LL ,yam � OLu o N.r-� C N •�� O U c w m E S o ¢�o s M' c') M i o z J wzo 0_E � o wo a z® oa z (6 F— C O O � E O x < dp <z wo V O V �z °z w i a o tt� m z p N Q% €p x N m o O z Q W z W 1)J N 3 n- 3 _ < 6 82 wLL z g� a N z z jlr O O ¢ ¢ O 'a = O ila oo 3 N O L O/ \ FYI m W 0 W 0 01) > � N '-� ' O O m T T co O = N O7 T N U.) rn d' LO T N rn M o Z M Z :3 E O (n ca a v0 Q o JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. 5 c c v if 5'- 6'-0" TYP @ 1 STORY U.N.O. A S3 . 0 T-1$" H.B. r---------+- --- -. ° -- ° --------�•; — -- BUILDER TO �---- ------� - `D (2) #5 REBAR 4'-0" 12'-1" WH• PROVIDE VERTICALS w/ in O APPLIANCE FILLED CELL PROTECTION PER FIBC 35'4' 20'-6" 3-1/2" MIN 3000 PSI CONC. iv I SLAB FOR HERNANDO ;n COUNTY ONLY S3 I I S3 3-1/2" MIN 2500 PSI CONC ' SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" _ ■ I I CJ :: :GJ : I : BEYOND WALL CJ I o v t-T- 5'-3" 1'-10" 3'-6" �N .0 I: o r (2)#5REBAR VERTICALS w/ in ■, I ............... I I.............'r"''................. 4 I — J PT. OPT. D O 3 1/2 c> FILLED CELL G 2 -6„ x2-6"X1'-0" FTG _ _ _ W/ 3 #5 E.W. SLOPE -� (2) #5 REBAR o - : I r. ^C8 2'-6" x 2'-6" x 1'-0" AHU I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A " K CC ' I S3 S3 :/' ici FILLED CELL I o? S3 • Ci — —t . ... ... ... �0v ` ...... ............. .... _ 25'-1029'-5' 612s '-4"00 2'-6"x2'-6"X1'-O" FTG W/ (3) #5 E.W. (2) #5 REBAR M INDICATES FILLED CELL w/ 3000 PSI i' PROVIDE %2" x 9" ur' RECESS FOR FRT. POOR CONC. GROUT FROM FT. TO BEAM �LHVAC SLOPE I -� S3 , in VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB / CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" I 4'-4" 4'-1 FILLED CELL I TYP ALL PLACES SHOWN �' @ BASED ON 0'-0" BELOW FIN. FLR. ■ ■ ■ ■ ■ I HOOKED FTG. DOWELS 5" EMBED / %' LOCATION I ........ . ... .::::: W/ 25" EXT. ABOVE SLAB "GRADE 40 ...::::::.. ISTEEL" /i' -----,------� 4'-0" / 16'-10" 12'-10" o a .... ' ' .... ' I `D STEPS AS REQUIRED PER FIELD / / I PROVIDE 1 %2 RECESS I FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR " OPT. .. " ... " " " " " " " " ' LOW WALLS icj- CONDITIONS WIDTH / ; i / CJ r - CJ REF. CJ CJ -* j ■ ■ • / -----=---- -_---- _=__ :: - ° I! TYP 1 — — IF CHASE TO IS D D.W. I t I lit STORY U.N.O. - q iv o I i0 LO I SINK / DISP / o o0, .......... ................. ..... .......... H.B. T-0" 5'-4" _ 1'-98" - T-2$" 5' TYP @ 1 STORY U.N.O. A S3 T-10" L 2'-1064" L 5'-1133„ 5' -4" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LLJ W J Cl- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 1;= #5 CONTINUOUS " ; ; :•' '- REINF. SEE FND. FOR ." :; •:. �•' ." QUANTITY �' •r #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" �4\�;,' 1 •;• 't �' �,,� Sri rgrlltl!11i1`���� 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 O o6 ooNU-NmN 1�00E # oo C LL IL ei r 0 a y-r;I N o in N M •R U- CLu LL a - L Y CJ ccLL LLj aW W (0Jn z cm om o13 Odr�n - i 2%O C_ W�� R Q -(5 C,j N E Cl) Q a WL/)o Q L U C) � rw 'i W ❑❑❑ Z N c,o z " z � � � Q J n N zCz(U 0 0 LL � f6 w Q A t0 U OLn w O C6 '- U � c E 8 I r L L U o Q � O w M M z ¢ o Z < J L.L ce E 0 zo i ZS ¢� z® ❑a (O (is M _ X UO O U O O< z O N a wo wz i ao mE o N C 1.2 ° zz z10 J a ° << zi a`i 3 0 zz g S nw W UOL WLLa ap 3 az w z O CO V NT�� a� O C C)i i O01 {^J f0 W C� W p 0 11 �1 > Y O C)Q m n�1 O E r r = N T N ll\ 00 LO E C)M 0 m N L6 z E O a o -a 0 Q o JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. 6 C" v 2 Q rn 0 ca 2 rn 0 0 J N LO I 0 co C N 0 0 J N 0 rn I / 0 co v x rn 0 3 a cV O i CL 2 E O 0 c c fi In 0 U v c UI U N O d i a 0 U LZ cV 0 L Ln a 5 a TYP 10 2) A A A S3 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 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 (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 49.57 10 '771d GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 --- �-----------> --- -- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): O' ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I r I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I (D 0 SHINGLE: 7/6" EXP. 1 (24/6) or 15/32" EXP. 1 (33416) I TILE: 1%2" EXP. 1 (3�"16) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Yg' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED �a elm� 11011, WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12)-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) A A CJ1 U U LO M CJ1 U U CJ3 J5 C EJ7 A EJ7 S3 EJ7 I I EJ7 I EJ7 7 I D1 EJ7 (2 X M y✓� U U CJ3 CJ5 I EJ7 I I I I C7 Q M (2) X 1 1 Q Q o Q a 11 N < �— 11 1 1 � 1 j 11 I 1 O a I to III I EJ7 EJ7 EJ7 1 1 1 EJ7A "I EJ7A S3 I I EJ7A � II I I I I J7A Q a a _ a a I II I I EJ7A I I IEJ7A J7A a O¢ N¢ C7 7 J7A o EJ7B W ma D1 lY I EJ7B U 0- I I I I I W II I CJ5B 0 �C�AJP3A LO MU U (2) \_ A (2) (2) A S3\—OA VOA UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS 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 w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (.9Z) IOU JINKtKS to (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) 16E 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 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" 1 HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS (B) 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 I 11 C INTERSECTIONS. SPLICING I 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) I OR 2 PLY CARRIER 2 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al SCALE: %4"--11-011 i •� •• FLp� �i l4 rulC �•J•�'IV� rrr'fi((1{[(1111i�� \ To the best of the Engineers knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Qo CD E 'o 'o co r- # N _ C-:,ry 00 J N 01 W 0) � C � J Q� M # LL W e r r J W a N O LL CL - SS >O JLJL LL iL L j Z 13 —moo, 0 O 1% L co O_ W 5 m c14 co Er O J W m rn ofcc) Z LL 0 a ZO N M Z ofO U U � cn _ W ❑❑❑ o g z N z o � � Q � J r N th N z a CD o � 4`• 4 -J o .� V O L ! 1..0 o C N U �- F _ : a U 0 y c `n Y 0 � Q r- o � w z M M � 1L > Qo ca_ E O C wZ z a a� @ O �z z O N 0', �a a z a oQ c a� � w � m cna p z� z �v �Jz Q� � z O z Q a W ¢ wLL ¢O z w U a� << �� o CDCID v <Q aQ �o a °3 N O > L6 O C rn N t0 0 L � 0 Q •M /1 Q L.L ,� > o O I— IA1�`1 Q 04 VV i co O = 04 J T _ ' N LO LO T 7 0 � � T O CN M i o Z CU Z =3 E O (n rn a E U _j Q p c JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. 7 O O 8F8-1 B/1T GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15, 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load i . 0 Safe vertical load Safe horizontal load - I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FTI O O O O 8F8-0B/1T 8RF6-0B/1T © © o 0 0 0 J6_1 0 o O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T © 0 0 g00 0-OB/1T 81`441B/1T8F401B/1T 8RF40013/1T 8F321B/1T FORM & GROUT SOLID v !, Oi N J �U 0 #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM NT OF LIEL CAVITY J W B/1T Qo 6F16- tNOMINAL.QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL- 0 HEIGHT MATERIALS cii p precast lintels = 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. #5TTOP ALTERNATE POWERS MIN..(1)(1) REREQ'D CLEAR STEEL LINTEL O G ° .M.U. #5 REBAR AT TOP MIN. (1)REQ'D - 1-112"CLEAR o r _ a d ° d GROUT ' a Mn ¢ ¢ w - C.M.U. ° 5 REBAR AT ~ =me w O BOTTOM OF a~ w F LINTEL CAVITY L U U) w "*-BOTTOM O ¢ 0 O z REINFORCING CrQC7�7-5/8"ACTUAL PROVIDED IN LINTEL Z O w40MINALWIDTH Q : O o 4#5 REBAR AT B( (VARIES) m � ¢ a LC 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 @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION F F 4'-6n LL 4'-6" LL E 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" _ < � 160 O. of ';. w C FAO'••. ... To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q E O m 10 N N J W 0 0 7 00 N st LL W N �04C� �j M J W a Y LL13M Q J L W w a ui 0 Z - M Co ; Q; � L :Me" _ � � N � p C)IL W W' O J toc W co . Z 00 N M Z o W U) O Z 00 U N W ❑ ❑ ❑ V M 7 N M 0 0 Z N Z � � Q U) 0_ N n , z C u/ o � y � Jl a--1 � LL' m DUO V) w o c N J c � E m � i ®� o Q �� Sm o w Z Cl) Cl) J o � a L L Q E E O z o z oz > N �� za os Z O Q¢��. azo 0 Q a w CV ~ ¢ r0 o 0,5 O Ott Z __; � o03 z z N > Q� p ¢ 0 U aw N W U wLL Nzz o O v aQ�0 5- ;o 0 = ° 3 CO = > X) OC Om O L � o O 0 O CV Q 2 O U C m o E T- N (� = ' N L\ LO r = rn CDM E 'E Z MCN Z E O ca 0- E o U J Q O 1J JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. 8 I 1 I if I 11 1 1 11' 1� 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 L A BEEN CREATED REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE EE C ED TO C T I . IT I THE RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE STEEL S E 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 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDGj ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD ISBE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE � SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4. 4. 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE 8 Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy 25-87. WITH G90 4. 5. 2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. WITH 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". CUT FOR OUTLETS WIT S CHE S, ET C, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR , APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE FOR IN THE PLANS ARE A MINIMUM, 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includin all risers and spray heads shall not be installed whin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation between final wall covering and earth grade shall not be less than 6 inches. e Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NRStVN 1i) QFN < S r FL0 i o .......... Nh� /j/,f EJ5 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 0 10 s. Q o E 00 N Co co, # it a 0 = to LL N � ri, .. r-�n - W a F T Q R. � r LL (0W LL to N a. W ' Z L cc � vsO '0 S 4 Z W IL ��C o ¢a a ,F co Z N Q O U M M O U N T. Z ❑❑❑ z N l7 o �z N z o � Q J M L4 z (D � o a--+ U, o .Ri V �O �/ w o 1 Ly N ,r' " U 6 w m - E _ .. III 'I c U) Q �0 o co COzo w ¢ Z Z G U_ a E 0 E U oo w z a s �® °0 a= XO ��U Z o N� �` ao �o a oaz ww L <o ins UC ) o U 0 Z< C Nm ¢ Z Z Z< (n p � Z Zo d Z W Q� U wLL Nw o co co <� or �o " o- �f za c�3 .N O >Lo O°' CO rn cc m 0 L � > 0 O �•� > O C m I� TWe T v co CD 2 04 T (V 00 LO r 2 M w O 3 CV rn M o Z Z E O m a E .; U -1 -0d as o JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. SIN 3 _ a rn N v rn 0 0 O N LO u; aD v v 0 CV 0 J N LO I i co Ir v _ 0, 3 0 i a E rn W E 0 0 J t7 0 U 0 0 U I U N CL i a 0 v t 0 CV r 0 0 6 a 0 d- a V) Q m 0 N CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O O N H C G O O O a O o a ' 01 o O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12' OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 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 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8' 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x / 1/8" gap r / 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 Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack over squash=20 blocks and *Non -stacking walls require additional wall or beam below.* consideration. Check local building y code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing.% h Provide adequate bearing 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 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. 900 HOOK BOND BEAM F_ 0�� SIMPSON MGT w/(22)10d w ; NAILS TYP. GIRDER TRUSS STD. 90° I-1 CONT. #5 BAR �5 > HOOK ���� BAR F 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �> BEARING COLUMN —CONT. BASE PLATE SEE PLAN FOR REQ'D COLUMN AND PLYWOOD FLOOR �� !'SHEATHING PER PLAN CONNECTION ' -TJI TO BE CUT TO ALLOW FOR BLOCKINGfrJI r� Vim —MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. )Small gap 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location - - Series Depth -End __Intermediate BCI 5000s ! _ 19 7 8' 2 8d3-8d Clinch nails _ _. 14 2 8d 5-8d when / 9 1/2' 2-8d _ 2-8d _ ( ' BCI 6000s®'', 11 7l8" 2 8d _ 3-8d - - possible - BCI 6500si 14 2-8d 5-8d 16' 2 8d _ 6-8d L 11 7/8" 2 8d 3-8d BCI 60se 14 5-8d Tight fit __ _2-8d 16 2-8d 6-8d - 7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener _11 2" min. BCI 90s0 14 5-16d 5-16d required when indicated or _ -_ 4" max. 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.* FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — rl 6"" A 1Y" ROUND HOLE MAY —� � 6" 6'^ 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 16" jast Span (ft) 8 V-01" V-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-T' T-11" 24" 2-9" 3-2' 3-7' 12 V-9' 1'-1" V-2" 1'-2" 1'-3" 1'-9" 2-4" 2-11" 37" 4'-2'. 4'-9" 64" 16 1'-6" 1'_1' 1' 2" 1' 2" T-T' 2-5" 3-2" 3-10" 4-3" 5'-7' 64" T 2' 20 V-0" T-1" I' 2" 1' 2" 2'-0" 3'-0" 4'-0" 4'-10" 6-11" 6-11" 7'-11" 8'-11" 24 1'4" 1'-1" 1' 2 V-3" 2-0 3'-T' 4'-9 9-10" T 2 8'-4" 9-6" 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %'- KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9, THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 5/81 THRU BOLT I.0 SIMPSC w/(22)- NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION - 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 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 1A"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height l requirements 0.6 X Joist " / _ depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ ° SEE PLAN FOR---'°• a . • FOUNDATION INFO ` A' STEM FOUNDATION F—GRADE REINF. SEE PLAN /-V%l UnHat 4 rvt✓ 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 (WHEN SIMPSON H10A 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" v CENTERED @ PIPE - PENETRATION a d � 1IT1— I 4. 4.- C 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a A SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION q A PVC OR SCH40 SLEEVE PLUMBING LINE J. A' •' a'A : A z • a � .. A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE C. A d -- Aa. Al AQ G a °° d 1— INT-1 1 I: A O d T� Iv SEE FND. PLN. SIZE & REINF. �/ • • 1 r % O OFEsslo%l k- �����'�►ttltt:tttttt�����1 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 Q T, E O M ON N co N # J G O C W in J L, W a H a Lti o MULL U-,.0 "a �Yn w S 4 z c Z _ CS rmv W Y r Q mrn O w 0 m¢ < W Z u' o N M Z Q 0co _i a < to p N 00 (aJ CD z N M o z z r` Q 13 N � z � o 4 C/ U 0 � W p to c N U) pp W J *> U o °N 0 ° r, o M � J w o a w z z ll Q E EE O z o oz > N <� z® oy Z N 0 —E O � � KU o az w0 U O �U oz I z �w Z C/) v J �2 ym os � � aw to a W v 3 0 <0 gu aw IJ aLL = 3 a CID 'I z0< 03 O > Lo O N rn m c� O VJ > � N Q X x o O m � CO r... r t`U 0 of = N r r I O� 04 U-) 00 0') r— E c O N CD M Z M Z O g c a U _J Q p JOB NO : 21-5012 SCALE : AS NOTED SHEET NO. SN 1 1 I 1 I I I1 1, 1 11 1 I P' 1 11_-- I - 1 11 -_ II I I I 11 1 1 3 x Q rn co x rn O O J N L0 I i s CD > Of c CD 0 0 N LO C 0 CID i 0 CV 0 0 a CD 2 O C N N LZ- U 0 U I N U 0 a 0 0 U J Lz 0 L Lo 0 a 0 0 0 Ln Q v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 , (TYP.) VARIES 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5%" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Z 1/2" CDX PLYWOOD OR 7/16" O.S.B. - 16d TOENAILS T & B j I SHEATHING REQ'D. FOR ALL FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF TED ON THE PLAN. ATTACH z SHEATHING W/ 8d COMMON NAILS @ PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ TRUSS GI 24" O.C. U.N.O. 3/8" MORTAR BETWEEN 2x P.T. PLATE 1/4 DIA. X 31/4" TAPCONS @ 24 O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Cl) r 2"°x3/16" PLATE WASHER (TYP.) N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH L `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" MOISTURE BARRIER D ° A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR SHINGLE ROOF, SHINGLES TO a _ @ 24" O.C.) 2 11- BE IN ACCORDANCE w/ ASTM -1 I �I I (=I I �I . D D I I=L�I I �Il L ° ° z 31/2" MIN. ELEV. -031/2 D7158-CLASS G or H, or ASTM �I I I —I �I I • I I I I �I �I I I— — III—III—II1=1 D I1=1I1=1� D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING —11 11111=11�1I I I I �I I I 111=11 CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WWF OR - DECO FINISH 4" to 6" "FIBERMESH"WlAXW1.4 BELOW GRADE E , CV ' °00 D O0 6 MIL VAPOR_ BARRIER I • I I `" COMP. SOIL. ° (COMPACTED TO 95% ITi MODIFIED PROCTOR 7 III=1 I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY ) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—� BLOCK WALL BEYOND 14" —[�O.H.D. RECESS z Cl) � f 4" T 60 y SEE A/S3 0R J/S6- -1 L 11 11111,1 � 1,, I I11 L1r FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Ii S3 ADDITIONAL INFORMATION. A.F.F. p 2x4 CONT. ` LL 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT - ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ - NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE - STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT - 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 211- �3 1/2"MIN. 1 1/2"(min.)- 4" GARAGE DEPTH VARIES / (min. - — — (2) #5 CONT. I�j-rrT7r�" I TTTr 8" GG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL P STEP (ED SHEARWALL SESCALE: 3/4"=V-0" IIIS3 "SHEAR WALL" SCALE: 3/4"=V-0" ..") 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL z o FOOTING MONO SHOWN FOR CLARITY 00 NOTE: I!_III_III-III-III- *FOR BEARING WALL N W/ UPLIFT ONLY TI _I I I I -I'll I I -I I' I I I I -I I I I -I — I- -I l: I I - I I _ .IIII - _ I I I III -III, 1� 1-I 11 11111-III III, , ,III 111 FRAME WALL TO C.M.U. WALL CONNECTION 111- I I I D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° 217 ' 'v GRADE co a _ .Q 1l-1�r—lil III —I -(1) #5 REBAR w/ OPT. ' �I I �I t �I 11= 11= I I=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 TO.H.D. RECESS TM v a. 00 I—III=11 � �� =11 I �I I :•� , : IIT�� SEE A/S3 OR J/S6 J -' Li I I I �,I i „ III 1. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. P`✓5 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ,o M�N�o s INSULATION PER FBC AND ENERGY coy' FORM SUBMITTED WITH PERMIT /' \ 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH k3t 00 1/2"(min.) - 4"=1 — -7, I =1 I f1l R", (2)#5 CONT- '�1}r�1"'I "g - U.N.O. MIN. TYPICAL BEARING WALL a@ STEP 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE y E D D Cl) D. FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] f—R17% - 6 MIL VAPOR BARRIER D ° I I 1� r I7MO0 I INI•�-�-III=1 I '- #5 REINFORCING BAR R 1 7/8" �I I I I i=ME�T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I I I I • D :. I- 95% MODIFIED PROCTOR ASTM =IT�IT—I1 TI�II ITI- D1557 I �1, 1-1 11'!'rr N 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA� INTERIOR • -3 1 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e E M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4WF OR FIBERMESH W -A' K S3 10" #6 REINFORCING BAR #5 STD. 90 HC10K SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM a END OF 2" x PLATE Lij D U J LJ ' I —III III =I D • (2) #5 CONT. =1 I hI I ON 3" CHAIRS (TYP.) 8" 1'-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESHto r, . I-1Tf--I I f-1T1 II M M TI[_ 8" #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 VARIES SEE PLAN 1 1/2 RECESS FOR 6 x 6 vv IA 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 T� AT 24" O.C. MAX. CONNECTION INFO ° —� SEE PLAN FOR jk & LAYOUT DESIGN a TOP OF BEAM — - - SEE ROOF PLAN - — ° A ° C) C (2) HTS20 FOR STRUCTURAL BEAM SIZE & r d 1 CONNECTION INFO co�- d 2x4 P.T. PLATE a 6 7/16" O.S.B. LOCATION COLUMN 7 I= I 2x4 #2 SYP P.T. FRAMING w/ =1 I SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE Cr SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LLI COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP &RECESS S.G.D. M SCALE:3/4"=1'-0" S3 SECURE 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c�_ E- TO FOUNDATION PAD I. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' SIZE VARIES PER PLAN co w/ MIN. (2) #5 VERTICALS 00 GRADE_ _I a M FILLED SOLID (SEE PLAN FOR -- -- _ SIZE AND REINFORCEMENT) � � _ ° a• z = LL, ==1 -I -I II -1 I- l v 1= a w BRICK PAVERS or SLAB PER p o Cl)-! — • � • °• — - z a 0'-0" FIN. FLR. COMMUNITY SPECS L` — G OJQ"JOC 1 %// . • . FOOTING U BEYOND PAD REINFORCEMENT _I I 1-1' 1 l , 3" MIN CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C) A�yc� •. �1 `'� CV Q O . le 0 •• F l0¢� �OFESSIC04 � 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 rs 'q E It O N °0 n it u W C4 r W a r+�i o LL °' Y 33a. LU O .Ej Z L C@ 00 O J j 3: W W J Q mm m Cral= us Co N M Z Crcn O < - Z 000 7 N (h og z N z o � Q J d � n N z 0 . 2 0 G U v / Of ,+I U� H J C) o 0 N r_ o M M J w ¢ p w Z � UQ-E =oo o - >z<Z� ZC coO E aU WQ UO z wot z zC/3� L a� J <� pro° �m �® m� Z ¢w [n 3 <° WQ� a 8 LLa N W C 'z 3 _ C:) O ro v WF I �o a� 00 za 3: O L ! M=N I..L Orn f6 0 L � � L) O > CV Q C)CL 9 m C (.0 r1*1 M o O� "O = N r T CV00 LO E E N M o Z Z E O C5 a c0 ° Q o -j JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. S3 (MONO) .. _--- - - i I I y 11 _ 1 n n 1 1 if 11 11_ 1 1 it 11 1 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" i SOLID AREAS ARE ❑ STEEL AND GROUT 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ ❑ " PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL IS 1 1/2MAXIMUM WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" x BLOCKING @ EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING W14(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT'� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (npj 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 BLOCKING (TYP.) 2x P.T. PLATE\, —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F TO DRAIN � CL DOOR OPENING DOOR OPENING .1 ❑ ❑ 0 EXTERIOR A WALL ❑ ❑ ❑ WALL CLEAN -OUT SCALE: N.T.S. S4 ❑ F111 ❑ 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1) #5 FOR CONCRETE PLACEMENT 1 a a 8" STD.90•H00K 8" LINTEL BEAM W1(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 � I i NOTES: lO 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. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. 14 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL wA FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE / GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF \ GARAGE DOOR MOUNTING BASE DETAIL jil SCALE: N.T.S. as SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF 0 0k1l N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP, DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct 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 W/MOUNTING ANGLE FOP a 1ARAGE 100R NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) 1 (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE'* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 �-(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 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. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \�J 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 TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v ? a 2x TOP PLAco TE 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) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD 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 —� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. 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 • 48., SPLICE STAGGERED MAN 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C P.T. -ATE "AWbUN Jr4 SP2 SIMPSON NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10t ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J M LINTEL , a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 —1 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SF SIMPSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 30LTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 / In 2X8 P.T. BOTTOM PLATE D 5/8"00" "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) > (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. 2&NUT ROOF TRUSS ABOVE 2X BLOCKING 0 IWO (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. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY-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 CR` SCALE: N.T.S. (3 \ 0 ; , b _ rj\Ci\ A�OFESSiO�r,, •,�-. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 7 114 r. W ~ a 4' co O N 8 ni J N O m 'D J `'k' 0 fi W N st itW ° a N '? N k.. cnI- r LL w oNC) a Y a�0 Z ��p Y� P .LL-.:2 O O F W F0Nc2 co O J co ut W 05 a Z Lo K MZ =n z 0_No U j0 U) LJ M z N M o� z (D z o r N z (D U' o '�• U 0 N w o �N U � w m 8 U o w N M s� co co z< w zi 1! M co N, o 4 � E E Ov �o Z® M 6 O E CZ)— <a ao oa °z az z CN w Z. <o w� ru CO _ C y � mo O� z � m <� >z N o p ZO aU az W � oz � 3 o wa _< >° a 0� y0 'L O ui rn M m 0 O W N a) Q ' O O o m 0 C0 c 04 r = N TT N LO 00 O E c M 0 Z a E 0 _j a o JOB NO : 21-5012 SCALE : AS NOTED SHEET NO. S4 I II T_ II I I t I I II II _ 1 Q rn v x 0 J CV Ln I i C) to rW v v 0 0 N s L0 I i i 3 H Q cV N E F�— 2 0 J N a� tZ L2 0 U 0 U U O i a 0 0 0 0 L Lo 0 a 0 CV Lo _o 0 m 0 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 I 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 3BRACE SCHEDULE FOR SHEATHING DETAIL 2 4 KICKER 2x8 SYP#2 "L" BRACE TO 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 Mom( 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 DETAILri APPROX. 8" FROM � x @ 8'-0" 0/C. EXTEND AT LEAST 90% OF � DOUBLE TOP PLATE 2"x4"CROSS BRACE RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) ; FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2) 1Od EACH JOINT w/ (3) AT LEAST 90% OF WEB EA. END @ 48" O.C. EACH JOINT w/ (3) 10d & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� FROM LEDGER TO BLOCKING 2x FRAME WALL SEE WALL NAILS @ EA. END GABLE TRUSS ' 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS � � 1/2' CDX PLYWOOD OR 7/16' �° 48" 0/C FOR THE 7116" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2 CDX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAIL NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM () OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2 16d NAILS () W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 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 „ 112" x 8" "J BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SDS SCREWS TO () : MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4' O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD NOTE: IF EMBEDDED SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1SECTION GABLE WEB 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. L;m SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYSUNSUPPORTED ) , ON SHEET S5 FOR f IF >9" SEE 10/S5 X-BRACING, AND TOP N SEE STRUCTURAL CHORD BLOCKING N -00 NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES co 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ 3 'ABRACE TO EXTEND () AT LEAST 90% OF WEB Zj BOTT. CHORD FOR 4 10d & (2)10d TOE LENGTH (SEE TABLE) TRUSS SPANS NAILS EA. END ATTACHED W/ 2 - 16d @ GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" n u n u n n W/ 1 ROW W/ 2 ROWS OF 3 2 x 4 LAMINATIONS 0 3 2 x 6 LAMINATIONS O S (2) 2 x 4 LAMINATIONS W/ (1) ROW () () () () OSB SHEATHING ATTACHED EKED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48 0/C FOR THE (2) 16d NAILS11 SIMPSON HGAM10KTA J 2x4 BLOCKING @ 24 OF STAGG D = 0.148", L = 3') OR EQUAL (D = 0.207 , L = 4 1/2' OR EQUAL ( - ') (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. E ES AND 12" O.C. FIELD W/ O/C w/ (2)16d TRUSSES FROM EA. Z (4)1/4"xl 1/2" SDS SCREWS TOENAILS @ EA. END NOTES: 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR CONNECTION TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) DI = 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3' @ 4 O/C 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 -- SEE TYP, WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT I— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL l J 1 SCALE: N.T.S. TOENAIL 1 (2)16d NA 12" E RSH SCHEDULE R ATTACHMENT 1 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" ENAILS EA. SIDE NT. 2x4 #2 SYP w/ 1 Od XO. 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 ------ � ter— — :J- '-- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP \- MINIMUM (2)16d PER JOINT '\— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) Z w `-BRACING w/ (3)10d x 3" AT = EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS _�= / �� TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. s IN MINI NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER SCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0111111l1i� ; ' ` Q `' o phi P FL 4ROF i E S S 10 �1 /1"/411111111 N0���,`,` 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. t :k; z: W rr W 0 oo a 'q E o C) st N O So CNN So lL 0 (D JIL ni - C M u_ a �7 z 0 2_ 0,y Y o o 0 w f0 Q' J WrR�r-°' ¢ co a �r Z LL O a ,on° N Z y N O 0 0 � u7 Z Z N CJ o0 4 0 n z Q) U' -2 4-1 c � U o O0, crt �N w c y ZD �- N w o Ar v o Q 0 C:,¢ M M J o o m z < � o E 0 o � o~ <R Z® oa Z —0. O E o �ouo 18 V �a wo Du O �Z w � <om� �w �� � C z'oz ym o z � 'aw z C/) °J J i, ° f rn a oo ¢ zz V Q �w WwLL a� U ao = oz 3 _0 o (O << o¢ -o F 0- > LO 0 m 0 W O a) N r� Q 0 O 0 o m 0 �✓ T e-- co o = CV r CV LO LO T TT� 1 00 � f M m E N o Z z E 0 N r`u n E U -1 Q c JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. S5 — I — 1 117111111 F I I I 2 CAD CD 0 9 N LO I i o 0 ,n rn N 0 0 N L0 1 i CD i 3 Q Cn i a E E 0 J LZ U 0 U i i d 0 0 LZ 0 v 0 O a LN 0 V) a m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. % APPROVAL FOR CONN. APPROVAL FOR CONN. / 1 X 4 ; j 1x4 3-1/4" LONG X 3/16"0 �'� 1x4 P.T. FURRING 3/16"0 X 3" LONG / FURRING (2) ROWS 3/16 x 3-1/2 %/ FURRING TAPCON. INTO , TAPCONS STAGGERED @ 16" TAPCON @ 16" O.C. & 4"LL1X8 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 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 DIST. TO PRODUCT APPROVAL FOR CONN. / i „ 2x8 P.T. w/ (2) ROWS 3/16APPROVAL TO PRODUCT*2"GE / FOR CO 2 ROWS 3/16" x 3-1/2' ; - �/O x 3-1/2" TAPCON @ 16" O.C. & 4' FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FURRIN( FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/..AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 1-11AII rnr:TOI[ X BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO - BRACE(S) 2 x 8 BRACE/ B. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. r1/4" MAX EMBEDMENT INTO # BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" Z-0" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB, (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS &Z" NOTCH WEB AT +5A FIRST 2 COURSI RAPACITY = 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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y? 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 i 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'Yi" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION a@ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. ��N WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" D D D 71-1 D C =III=1 I g GRADE ° M D _z (V •D e. �(2)#5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— 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 kR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED t D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d YP,) ` FACE NAILS 1 d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ' ` BOTTOM OF BAND JOIST TYPICAL EI/I :j/ ' +2" I NOFIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. ` w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4' THE ` ` TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 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 STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS >1'-4" 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.* 2k 0 + + � �FNGTN + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �+, SUPPORT SOFFIT CENTER SOFFIT - PRECAST LINTEL J SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION a@ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CGF cuGGT 171J Alkirl SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: S,Y - r -v z 0 U_ 0 LU U F- U a FILL 1st 4 COURSES SOLID W/GROUT • d: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' " 44 OVERHAN 'I. Y:4 4. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 ISH •... ° • ° : #5 BAR D. 10 • • CENTERED W/ • IN TOP o • KNOCKOUT / N CHAIR BLOCK MONO FOOTINGD SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .° •. ° DIRT Z •. ° STANDARD CD #5 BAR IN f��° 90' HOOK iv FILLED CELL • - - - Ls— STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 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 I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL r. r SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. " .0-1/ Q-' r-• • S.. ••'• Q • P =� F l.0 i���/i �OFESSlO!► 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. i WLo 0 bru? a oo o N N# J 0 N m � C -� t.L co N # LL W a- tt tor- r� L W u JV as W V7 MW"3 aL3 O 13 _°' 0 :? Loco O �' W '� N m x O W��pjQ' _IL .L o a ci � M Z if O N U 0 -Q Z do Z N C7 z � S z Q N l/i z a _j LL U w .16 L-1 U O N w o � N U _ E s 8 i U ) H o � N m MN M J ¢ oo m z Li Q E E Ov z o oz > 6 a z® oa X U OU Z E CN t <zo< o wo o ao az ww �� n3 C Zzz =U m p Z ''<w Z v J m a ° z to oLL z a W !? 3 U� w �o �z Nr w� o o O w` sl< a o- V za �3 > Lo 0 C0 rn L � > 0 O �1 Q U > O O C m C O � _ E. r = N 0) ' CV LO N M N o Z Z E O N = a E 0 v _j '0'0 r ¢ o c JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. SS r CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB__-__ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —Z—WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE -K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 USSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS ;IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" BM. SPLICE OVER �� CENTER OF POST MIDDLE BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER W/ (3) 10d 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS VARIES 11�T�L 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 4" O.C. INFO. 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d _-AA—COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP ��/� SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE ` (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING LOW ROOF/WALL BOTTOM CHORD PLATE MORE INFO. TRUSS STUD) SCHEDULE _ _ - SHEATHING ATTACHED i PER NAILING SCHEDULE 2x BASE PLATE W/ 2 12d VARIES SEE PLAN R / � 2x4 BASE PLATE W/ NAILS @ 16 O.C. ALONG W/ VARIES W FOR WALL LOCATION 1/2 PLYWOOD ROOF SLOPE - SIMPSON LSTA30 w/ ti (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ y� BELOW @ 16 O.C. OR WOOD TR TRUSS.—\\ 2X4 CONT. W/ (2)_/�_ TRUSS/ FRAMING MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM ? �/ Y TO FLOOR GIRDER SEE PLAN 16d COMMONS I� 16" O.C. W/ EXTERIOR � NAILS EACH �y T SHEATHING ATTACHED BELOW @ 16" O.C. PER NAILING SCHEDULE & 1 - 3 12d TOENAILS TO - __ • MASONRY WALL BELOW: SIMPSON STUD TYP. T&B O - °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD SEE PLAN FOR ti PLATE BELOW — - - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING TRUSS OR • BEAM BELOW: SIMPSON HTS20 w/ ROOF SYSTEM TOP OF WALL OR BEAM I 1X SEE TRUSS PLAN a " '- (24) 10d x 1 1/2 NAILS @ 4 0 O.C. MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. °° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION a@ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS ?,0 tv W* v : -, � N� -6 = < G N• _ U � 4 FLO �O OFESSION 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 "T E cv r M p # N � J J LL Y a- fA ui Q US) r-);f 04 LL � Y Qj Md J LL w a O o Z Z LLa N rD �' J ca ci C"Z Lcc n N ;R Z N O U U W ❑❑❑ z N M o� z � N d J co V) a) z 0 u- a--+ (a U �2 -. n M _ .e O o L y Uo� c CD Q 0 o N S I� ti o M Cl) i O w Z Z J L._ Cl-Ez E OV z o o y <� Z® oa z co_ rah O o n3 00 �¢ <o OQ a Z �w i a❑ m� z r0 C/) - J r O Z' �z a ° Z W3 �, oa Qo az oa �V N �3 °O = > LO Om L � > U O Q � > o N O � m o r 2 04 N U-) 00 LO 41 N M z M z E O E y 4i ra C d {) J Q Ca J JOB NO : 21-5012 SCALE : AS NOTED SHEET NO. D 1 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 U OUTSIDE EDGE OF MASONRY WINDOW BUCK e SEALANT JOINT 5) SEALANT FROM •, INSIDE EDGE O2) F WINDOW FRAME , WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER 7 RESISITIVE BARRIER TAPE---� (ASSEMBLED WINWW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO- BOTrO FLANGE �- FOLD UP WEATHER ✓E BARRIER & IARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 Rinstructions in each detail that corresponds to the numbered items in the list 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 r v�onnv� i vw) mv�a SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 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 JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING 4SHING 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-ADHEREDFLASHING C2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E 4M SELF-ADHER T-4" PER PLAN V-0" PER PLAN 8" CMU 4" OR 8" CMU -- (PER SEAT DEPTH) FILL WITH GROUT a SLOPED MUD BED ° c VINYL SHOWER PAN H SLOPE v 1 SHOWER SEAT 4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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/a"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of 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 a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied hor'zontall pP pp 9 p Pp I Y= 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 O2 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 ISML EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pP (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 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 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. INSIDE CORNER In , 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 Resists t B rri r 7.7.At built-in autters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING FOUNDATION WEEP SCREED OUTSIDE CORNER / • J1 I STRIP OF SAF DRAINAGE PLANE WRB Q LU 0 BOND BREAK WRB m SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF \ FLANGE AS AN AIR \ BARRIER < I :, 3-1/2" INCH FLANGE P z z J g II' W a PLASTER STOP - = W CONTINUOUS BACKER - C7 U ROD & SEALANT w w 2 � Q LU w �o A �Cn THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER n a e Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH"„ - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \fit\fit\\l TURAL FRAMING TURAL SHEATHING OF SAF AGE PLANE WRB BREAK WRB rH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV O -1- 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W cD r: H a_ o E � O N Nr# J Q (0s 2rip A 3t LL W N 7 ,�, �rr�-o �Wa a Y 5 Q aiMQ M m LL � V7 a- W 2r ,^^ J Q Q' 0o S �.mN(D RIL O ct: W W 2�rn � I ¢ ¢ QaIzz Z Ln co M Z W Lo O cl' V U vvi Z ❑ ❑ ❑ o z � N z Q a � N z CDrZ ' l `o LL T fn 0 O c w �Nr U W J pp I U 'o C T ° 42- o co w M J o - a � u_ E z o Qo Z� <� E OU216 w Da Z F- iO P O x �o da W o ° oa d (D i ¢ o wzw 2 J m r0 z '.r o =p Z�� � .m Z "_ N <o o< zo a az W a wLL <o - o� w �3 0o a °O = > Ln Orn m c� L � U O a) (N Q Y p O m c (.0 ^` W r co O 0) = N T N U-)T T i 0) 00 � � r O E CV M z co Z E 0 CD f° E o U a co a)d � Q p _J JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. W P I 1 1 1 I■ I I 1 Rt e 1 1 1 14 1 11 1 I I I I _. HUrRR/[CANE Mounting Brackets 00 n Gaugel +1 /2'x+117' x 2-12' See Anchor Schedule Bolts 1 O'Dia. A 3 2 S CSaly. ITyy.) o • #145e1f-D Ij l lg Screws A/C Unit Sot turn Edge Hurncane Strap {7ypita) .3 in front) Front Cross Support (May be cut tow) Left Braeket(16Gauge) 0145el(-orlling$ttewsThtu$rdr.ket58 Back Cross 5upoc rt lnto A/C Unit got rom Side (Typical., 3 each side for hurricane urge) 10-5/8" Wathers J Sell -lacking Nuts Mm' 'i W ttul.Ws ue ,: -tidu +re fr-, Old quids ,-lr Iivauaax A. 1i Ralessit Sala U"Ital R NVAllitli upon tattler t o taut Ali l Back Cross Support Way he cur to i l Right Bracket (,6Gauge) Florida Department of Business & Professional Regulation Pop 1 91 Building Codes and Standards 1&2021 Product Approval Application Detail tom£. IDS" Du Pendno 84.4 Type What- Manua furor coralaot staomoaraucena. VdldaedM Valdleted SublNead Fill Approval evade status AMratkn 2020 Smart Vann Products, Inc. Milhael Graham Hermes F. Nora.. P.E. Locke Emden P.E. 12/162020 12M 612020 1228i2020 Pppr-d strudurd Components .1111441-8368 PE-73718 (3341300.1800 Mory: ategory: Products Introduced as a Result of In fo@smartvent.com Naar Technology Compliance Method: EvaXmtim Report from a Florida Registered Architect ore Lk -sad Ro. Prdessimal Engmeer F1.9=4e6 Prod#rde Cu�IVAlsuaxe Approved for Use Aperovedfor Use know Deslon Alai PrnrNad Mudd. Nuntbar or l4arM Product D.saidton Cordrad ihrd'�all-Oslo in HWU Outside HVHZ Resistant �g§une 1 SmenV-t Model#154P510 Duel F-dicn Flood end Ventilation Vent ITl2020 Yes Yes NA ♦100t100 2 S. rtVmt Model #1140511 Dual F-chon Rood! and Vanblea-Vent 1213lao20 Yes Yes NA +100,100 3 SmanVent Model 01540.!IW Ili III Flood Vent 12J3111020 Ves Yes NIA +100F 100 4 9menVent Modal #7540.521 Insulated Flood Vent 12131n020 Yes Yes NfA e1001100 5 Smart Vant Model#1540.524 16&Wd:G2r2ge Ooor Flood Vent 12/311220 Yes Yes WA N/A 6 Sma"Vent Model#1540-570 Wood Wat Insulated Flood Vent 12r312020 Yes 'as NIA a100f-100 I amartVent Model 91540-574 14 5&qud; Gauge Door Flood Vont 12/31 r2020 Yes Yes N)A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 111U2021 v _ 11£ ggtt Due PetslMlg fie.. TV" V-- U.-feetura C.U-t EraoYl.a &Liearee VdWated RV Valldarod SUMNriatl FBC Approvat Apeovod status R.-oh 2020 Drexel Metals Inc. Jecon Shumen, Zachary R. Palest Locke 8g den P.E. W10J2020 031092020 0820n020 10113i2020 Approved Category: Roofing (5021303-1511 PE-74021 (334, 300-1800 subcategory: Metal Roofing Ishum.re@rnexmer corm Curpli... Mal E 1-tio, RoPon from . Florida Registered Arch Me, or. Lloansed Florid. Prof ..Iona) Engineer Fuir17679A5 Prpdupte Oua6[r A9G#aXre Approved for Use Aogroved for Use tmwt Dglryn Seal Product ModN. Numtav or Name Rropuer Deeedalon COMrad [:fmlrffilon Date In HVHZ Curalde HVHZ t stitalia0t Ismael 1 Uexel Mdel Roomp Systems IX4C 1WN5, DMC 15055, DMC 175S, DMC 20S, 12/312025 Yea No NIA *01-180 DMC5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 or3 1,9n021 ......-- d � ' t .,fig. V gggg ErAb or ,mil Dig Date Pending jypl Va..to Nanuradury Contact Env dne& Uearea V,Ndated ByValludistoll submitted Fsc A.-Yal Aba, Atal Re-2020 Thom.-Tru Corporation Steve Jaspers- Lyndon F, Somkk, P.E. Ryan J. King, P.E. 07232020 07M Zf2020 0725n0W 10/132020 Adw- Ca.goeyExlorior0oors i8(50)843-7628 PE-43401 Ora, 767.6555 Subcategory: S-9ing Exte-io Din Assembees slaspersanQthermetru co Compliance learned: EvdueUon Report eom a m Florida Registered Architect or a Licee sectFl-de Profesalmal Engineer FL#2ae66.R4 FVorkats Quality Assuratice Approved fa Use Approved for Use trel Design Sao # Product Model. Number or learn Produt Descriolwn C-tract EXPlrallon Dae Ian. Outside HVHZ Ra t 1 e. Thero-Tru Fber-Classic and Smooh-Star Nominal 6IUl&Wal,lmpad" Opaque 12Mn021 No Yes Yes WA Composite Edge Fiberglass Single Door IlnswnglOu(swng. X cmfi W shorn) 2 It Fiber-Ctassk and Smooh-Star Nomina16d#39:8 BWd.;lmpecl&qud; Ope No 12(312021 No Yas Yes VA Composite Edge Fbug'ess 6hgk Doa with adi l 0mwh0/0utsarg'. XO OX or OXO poMlgursnms) 3 c. Theme-Tru Fiber Qaselc and 5mooth-Stnr Nmminel68#39:8 &wrilmpact&qud: Opaque 12r lnri21 No Yes Yes N/A ConpoaRe Edge Fberglass Doubt, Dear with m wathwh Soothes fln-g out-ing: XX w OXXO 'onf purstims) 4 1, Thera-Tru fiber-Classle antl Smoolh-Star Nominal 8#:0 &qud:lmpad&qud: Opaws 12/312021 No Yes Yes WA Composite Edge Fibergiass Single Door fin-SiCurswhg'. X cenfiguraponl 5 e. Therma-Tru Fibar-Gessic sad Smooth -Star Nominal 88#39.0 &qud;lmpaclaqud: Dpawe 12MI2021 No Yes Yes VA Composite Edge Fiberglass Single Dora with "itc(5) (Insvng/Outswin0XO. OX w OXO configurations) 6 fTherma%Flbr-Classic and Smogh-Set Nominal 8&X39:0&qud; Impel" Cpewe 121S11202i No Yes Yes WA Composite Edge Fbergass Double Do -with w without Sidettes Ihs#hgi0utawing XX or OXXO canflgUretims) 7 g. There-Tru Flber-Classic and Smooth -Stet Nominal 6'8 &wd;lmpad&guol: Glazed 12/31/2021 No Yes Yes WA Canpoade Edge Fete Single Door -In-eOu p [ 4n % nW tin'i g 8 in There-Tru Flber•Clastb and Smrpom•Sar Noninal6Ǝ &Wd:lmp d&pud: Gazed 12131 n021 No Yes Yes NIA Comp.,ke Edge I'lleariSerge Dora warn 5idene(at (Ins•.vhgroutsw fig. xo oxw OXo -figurati-s) Themes -TN Fiber-Clossic and Smooth -Star Nanhal 6&018 &Wd.Impad&qua'. Glazed 12/312021 No Yes Yes VA Composite Edge Fbergu"s DwLte Ow with a without Wait., (ns WO tin,.%g. XX or OXXO c-figurations) t]uagly Asataence ApprOWil for Use Approved for Use hnooct Deral Atm.E Prpei$e ModY. NlXdly or Nartw Pr,dL kDescridgon Corarad Ezdrffiion OffiIt nl HVHZ outside HVNZ Resistant nn Pssu 12 Thsm--Tru fiber-Cle.dc end Smooth -Star Nominal 6&1/39:0 &qud; ImpadBquat; Glazed 12(312021 No Yes Yes WA Canpoete Edge Ftugass Owble Dow wit w wlhwt sldealea i hswhg/Ou[sYtg; XX or DXXO c-eguist-) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 al h1v2021 Data Pending 292 MMyentl- Manrdactura CwKt &adpteer&Llcsrxe ValMazed By ywido Q Submitted F6CAborovM Aporvatouts R.Valah 2020 PGTlndualrke Jens Rose«st 14amt-D.de aCCO-CER Miami -Dade nCO-VAL 11M92020 10262020 1124/2020 Approved Category: Exterior Doors (941)486-0100 (786) 315-2590 Subcategory: Biking Exterior Dow Assemblies Irrxp o@pgrcndusldes.c Compfi-Method: CenHs.b., Meth or umng or, FLOM-R33 Products Quality Assuntoo Aloe oved for Use Awroved for Vae Impact plgigl Affi8 Prpolc[ ,col. Number w Name Productaeendla, D contract Eaderdion Oat. mW NVXZ Dagde HVNZ RamaixprosciuS9. SGP5570(Lsrye M-1. Impact) Vry Srbng Glass Door )VI42021 Yea Yea vas N/A February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying #or a Category/Subeategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS I+67.01-67.0 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.OI-40.0 ps# 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/ 35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248,10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HO RIZONTA L S LIDS R MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/ 16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N!A 5/26/2026 E. OTHER 3. PANEL WALL flames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2021 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 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TLES Boral Tile Villa 900 FL7849.27 - FL7849..28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 111 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 t demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the #ollowin information must be The products listed below did no de o p p pp p p p 9 available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paper d3 1nrm21 1%M version Manufedt.- Conrad gpcifireaur yicanat Validxee B, Velldaed $s4mL6!& lit Apoty Wv mal Rawsion 2020 Therms-Tru Corporation Stave tespperson Lyndon F, Schntldt, P.E. Ryan .I. (Ong, IF E, 07r1W020 07/1W020 07292020 10/132020 raro Appd Category: Exterior Doors (800) 843-7626 PE-43409 (B13) 767-6555 SuleCaegory: Swinging Exterior Doo Assemblies slespareonCtharmetrU. co Corrpltanca Method. Evaluation Radon son a m Florida Registered Architect or a Licensed Florida Praesslcnai Engineer FLAM104d Prgauds Quality Assurance Adoroved is Use Approved for Use kneed pest - a" # Product Model. NurOv of Narrq Protluu D4serlotlal Cornract lwhalat Data IDrYNZ Outside NYXZ Resfstart $ossup, 1 a. Thera -Tin RDar-Classic and Smooth -Star Nast 68rt39:8&Wor:lmpad4qua. Opaque 12r312021 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InvMn9/O,h-i.g; X c-dgeha6-) 2 b. Therma-Tru Fibar-Gnssicard Smooh-Star Nominal 8&Ii38 Wd;ltnput'Nqud: Opaque 12312021 Yes Yes Yes NIA Composite Edge Fiberglass Single Door weh actelli thisMig/0 swing. XO. OX or OXO cmfig.udi-.1 3 c Therms-Tru Finer -Classic and Smoot"ter Nominal 6':8&cud:ImpnUBqugt Opaque 12/312021 Yes Yes Yes NIA Composite Edge Fiberglass Doctors D-1h or saehwt Stldtre. (In-InglOut-ng, XX or OXXO cmng metionsi 4 d. Therma-Tru Fibar-Classic and Smooth -Star Nominal 8Ɔ &qud:hpncl8quo[ Ottawa 12hI1n021 Yes Yes Yes WA Composite Edge Fiberglass Single Dow (lnswingrOutsWing: x c-lgurse-) 5 e. Thermal Fiber-Claset and Smooth -Star Nominal 8#0&qud:lmpetl", Opaque 12r312021 Yes Yes Yes WA convosl[a Edge Fiberglass Single Doorwittl le(s) Sideliilnswi'VAOutewing, KID, OX or OXO cmngun[ion., 6 f Therma-Tru Fiber -Classic and Smooth -Star Nonni a8439 0 &cpsp:kmpect&gUot', Opaque 121312021 Yes Yes Yes WA Composl[e Edge Fiberglass Double Doer With or wahout adelt- (lneslhg/Duhswing. XX or OXXO c-figdral-e3 7 g. Therma-Tru Fiber -Classic and Smooth-Ster Nominal 69439,8 &qud:knpaU4quot Gazed 12(312021 Yes Yes Yes WA Compose, Edge Fiberglass Single Ow r-mg/Out-rM, X cmigunfim) 8 It. Theime-Tru Fitahchssk end Smooh-Star Nominal 68439:8&qud:ImpaU" Glazed 1ZO12021 Yes Yes Yes WA Canposit, Edge Fiberglass Single DoorwRh atluteis! ilns»ingroutswing: XO, OX or OKO caifigurntlChet 9 1 Themaa-Tru Feiner -Classic and amodh-Star Nanind 6&#NS&Wd:anpad&W tGlezad 12n112021 Yes Yea Yes WA Composite Edge Fiberglass Double Door with or v dh out Stldtes (InswinglCutsx-•9ng. XX or 0 xxO confgurdlonsl 10 I Therma-Tru Fibar-Classic and Smooh-Ste Nomnal 8&al&qud,"d&qud'. Ohmed 12131r2021 Yes Yes Yes WA r`on Is Edge Fiberglass Single Door (In-g/Oulswing: X cmleplrefion) 11 k. Therms-Tru Fiber -Classic and Smooth -Star Nomina188#39A&Wa,Imsact&qubt Owed! 121312021 Yes Yes Yes Ni Colpo#te Edge Fiberglass Singe Door with ad.lite(s) (InsairgNdswirg, XO, OX or OXO configurations) 12 I. Therma-Tru Fic -Classic and Smooth -Star Nominal 88A39:0 &qu,p.Impoct&qua'. Glazed 12131n021 Yes Yes Yes WA Canposte Edge Fiberglass Double Doa Mith or .vdhout Sdahtes dmi ing/OO-Ing: XX or OXXO cmiguratl-sj 13 in There-Tru FiSer-Clas-antl Smooh-Star !d-end 6':8"ot' m .Maud; Opaque lM12021 Yes Yes Yes WA Crxnponte Edge Fiberglass Single Coawth &wd;Nom-lmeaot&qu Sitldealsi (hsaing(OUh-u`9: XO.OX a OXO cm9guianms) 14 n.Thera.Tru Fiber-Ctaoslc and SmoothSter Nominal 6',8&qud;Mpad&qut Opaque 17312021 Yes Yes Yes WA Cmposite Edge Fihargess Double D-vith &quIX:Non-Impact&gUo1: Stdeites (InewinglOulswing: OXXO cmligutatan1 15 o.Therms-Tru Fiber -Classic and Smsotn-Star Nominal 88#39;0 &Wa:hnptel&quOl; OpaWe IZ-312021 Yes Yen Yes WA Composite Edge Flbvgass Single Dow «kh &.wd:Non-ImpaU4qua: Sidelitelat (Inswing/ou -iig: XO. OX or OXO cmigurations) 16 p. Thermo- Tru Rber• asvc and Senodh•Slar Nominal 8Ķ&�cl.lrnpad&qud' Oda We 12131n021 Yes Yes Yes WA Composers Edg Fiberglas, Double 0-0, &quo[ N-Imse,cs8equot 5deltes dnaamg10utsaing: OXXO _hgti 17 or. Theme -Tau Fiber -Classic and Smooth -Stair Nominal 6ྔqud;Nm-Impact&Wd, Opaque 12,312021 Yes Yes No WA Composite Edge Flbagiess Snge Door (In wngrOulswing:Xcmtgurrhon) 18 r.Therm.-Tr. Fiber -Classic antl Smode-Slav Noinal 6'8&qud;N--Impact&qud; Opaque 12r31n021 Yes Yes No N/A Composite Edge Rb.rgbss Single Door,,th Sidelite(s) (1r13whgrourswing: XO. OX or OXO collguriel-3 19 s Therma-Tru Fiber-Clatslc and Smooh-Set Nominal 6'0",Nw-ImpaeL&wIX; Opaque 12/312021 Yen Yen No WA Comp -Its Edge Fiberglass Double Doaaim a .vshout adtbes (1nsWinglOulswmg: XX or OXXO cmfgurshos3 20 tTheme•Tru FibIX-Classic and Smodur-ii Nommed 8&.#3608qud:hlonri Moud; Opaque IW1(2021 Yas Yes No WA Cornposeta Edge Fiberglas angle Door (ha ingiCutswitg: X cmfwrsdm) 21 u. Therma-iru Fiber -Classic and Smoom-Star Nanind 8841:0 Aqud', Nan-Imp.ctequo; Opaque 12r31n(321 Yes Ves No WA Co nose, Edge Fiberglass Single Doorwth Sltlalgefsl (Inswligrodsvdng, XO. OX or OXO o-1lguratl-s) 22 v. Therma-Tru Fiber -Classic and Smooth -Stay N-119119039:0 &quM;Nan-Impacr8qud; Opaque 1213112021 Yes Yes No NIA te Edge Fiberglassoub Dle Dom vdth or Cmposadores eh out ador es (Inswing/0utswing. XX or OXXO cmfgurMionsi 23 TTama-Tru Fiber -Classic and an oh -Star Normand 68#39;8 &wd:Nomlmpnct8qud: Glazed 12f312021 Yes Yes No WA Corpopta Edge Fibugu" Single Door I hswinglOuts«iig.X cm tgeratlml 24 x. Thera-Tru Fibar-Cli astc and Smooth -Star Nammd 6S;8 &Wd:Nonlmp.ct&qud; GINxd IZ312021 Yes Yes No WA Composite Edge Fiberglass single Dow with 5rb01tars) (l-4ngKJ A-hg, %O. OX or axO cmngurdimsi 25 yTherma-Tru Fiber -Classic and Smeah-Star Nominal 603S6 &qud:Non-IR1pac[4quIX: Glazed 12r51(2021 Yes Yes No WA C-P-1te Edge Fibergle oor»i an Double Dth orYdm out Stldexai es dmng/Outsuing. XX or OXXO configurations) 26 z. Therma-Tru Fber-Classic and Smooth -Star Mori 88414qud:Nm-lilmr,act4wa: Glazed 121312021 Yes Yes No WA Composite Edge Fiberglass Single Door (hswing/Outs:ing: X ca"IN' -) 27 to.Therma-Tru Faller-passc and Smooth -Star Noinal 69#29.,0"a:Nan-Inpect4wa: Glued 12(312021 Yes Yes No WA Composite Edge Fiberglass Singe Dow With adeRo,") Ilns«irgADuts«lrg, X0, OX or Ox0 -igurffiimsi 28 zb.Therma-Tru Fiber-Classc and Smooh-Star Nomiinal 88#3908,qud:Nonlmpao&gUIX:G1-d 12M1n021 Yes Yes No WA Conposita Edge Fiberglass Double Ooo vrith or .ekh out Sldelitee (inewinglOutswing; XX ce OXXO emfigura lone) Fiords Department of Business & Professional Regulation Page 1 of 2 Building Codes and Stirrdards Iay2D21 Product Approval Application Detail y� � ii c N m- .w�'"_ .. .:,... _ h ._.... orb a .-: .-. - _,, .. :* ,_ - rat ,_�,.w'„ d. _.. '..�...„�,. _. ,. - _.,..�.. to «... a � . . .. _ : ... - -. ,.. _ _ awl Entav a jWA 2 tl Data Paw9na J�p Tygp Version Mvrufaclsmir cot.1 Endnaer&Lkarme Validated Be Validated submitted FBC A-m4 Avol $fetus Rrvision 2020 Therma.TruCwpondon Steve Jaspers- LyndonF Schmidt, P.E. Ryan King, PE. IOM31202D 071'22020 07)30/2020 10/13r2020 Approved Category! Exterior Dins (KO)843-7628 PE-43409 (813) 767-6555 stuhcM.gev.. Swaging E,darior, Doerr Assemblies aiaspersolCthefmarru co Compin- Methorh Evabiiatim Ration tom a m Ron& Registered Architect ore Ucansed Flor'v!a Preduets Professional Engneu lli26t&1d5 Quality Assnmrarep A,,r,M for Us, Aider-rod for Use Imajoid tmnf- Saue P(gtltlEl Modal. Numbv v Nome tabourer Dascr®6ut C-Irsahstl- Data In NVHZ Outatde NVNZ lNed tard Prossurc 1 a Tnsins-Tru FiberLlassic end 9rmothStar NdmmW68A39;B&qud:Nw-In&cUtx pad: OpaqueW1/2021 ILL, No Yes No NiA Composite Edge Fiberglass, Single Dora (In-ing(Owiaing: X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pays' d2 1r5r2021 -.. _ °.J Enteror &11111, 2",- 09, P". to Ty Version Manufaicuner eoMxt EhW-,&LManse Vaidafed By validated Submitted FDCAubil Aooroved Atyuy Redsron 2020 MI Wind -and Doors Brent Sitknger Luis Roberto Lomas Seven M Lblch. PE 10A)B12020 10/062020 10/192020 12/15/2020 APpro+ed Category! Exledor Dews (717) 365-3300 PE-62514 (717) 317-8454 SWCa.gory: Siding Exterlor Door As..haMes bsitlingeritmNM.cdm Canp3anca Method- Evaluago Report lawn a Flora Registered Avchltect qua Ucmaed Florida ! L5332JI& Prof ..I-d Engineer Produets ouAtb A-,- Armrowdfar Us, Anothe d fee thei lum pal eosin" , Ada$ Protlun Mom. Llu:..nu w Norma Product Descrill Contact E-W'a{d1 Date iy HVKZ outside NVNz Resistant Pnssura t SERIE9420 ALUMINUMSGD SERIES 420 ALUMINUM SGD OXO 1MI2024 No Yes No N/A 1453ldbqudx804qua: NON -REINFORCED 2 SERIES 420ALUMINUM SGC SERIES 420 ALUMINUM $OD OX. XO. XX 12012024 No Yes No WA 96&qud;x808qud; HONREINFORCEO 3 SERIES 420ALUMINUM SGC REINFORCED SERIES 420 ALUMINUM SGD REINFORCED DXO 17JW2024 No Yes No N/A 145 3/4&qudx98&qud; 4 SERIES 420ALUMINUM SGD REINFORCED SE RI ES420ALUMINUMSGDREINFORCEDOX. 1MI2024 No Yes No NIA XO, XX 96" x864puol: 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12r31n024 No Yes No N/A 140&qud:a98&Wd. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 o! 2 1Sf2021 - , Etda or 211 � Dat, P. a 299 TV- Ven;lon Mantfacturlr acts Emgtheer B License VaIlUord By VMItlMed Stbmated FBC Approval Aovoved RAU Revielm 2020 Wayne -Dad -,a dvitlan o(Ovsmeed Door thnyna Kandh Jon, E, Scales Jaffrey P. Amason. P.E. 10/122020 0929R020 102312020 12/15/2020 Approvred Corpomfion (33D)7634121 PE-51737 (904)821-5200 Category: Exterior Doors dkomishit-yne-daltm d Subcategory: Seminal Extend Ooor Assemblies Om Corrpllane. Method: Evaluation Repen Ran a Floods Registered Architect w a Licensed Florida Profeseknal Engineer l UI62484t2D Pro Wets OUalih Asstr Aista-d fin Ufa Approved for Use Imil l Sous Pl= Model Number w Hartle Product Descrllxlal Corpract Emlrallon Daze k, HVHZ outside HVHZ Ogg tMt Pressure 3 8000/810018200 #1105 9011S, Mex «idih. 14&026; Max height. Glazing 12/31/2023 No Yes Yes -31.0OP35 00 nvellable in tap orinteredurte sedum. 10 8000/81D018200#1123 168,M9 Max ieldth. 14'. Max height. Glazing 12131=23 No Yes Yes +30.00f-33.50 avallabk In lop or Intermediate sedlon. cn � -Cu o C� L 0 O �L W �- C13co cu O O L -2O a) 5 0 O Ca � O .( Cn a) " O C:L !ECU W CU -0 O -6-1, W all a Z Z W J E W CU 0 O L ♦i 0 U ICU m =:3 Q -to`- 1 O11` CU Cw G Q (i Z J z Q J a SHEET NO. PA 1.0. -1--e N N T Revision f1a11537.R8 AMk 1 Florida Deportment of Business & Professional Regulation pa gu Building Codes and Standards Product Approval Application Detail � -.. $'#: S'? S39a a"dy w MZak vase l arwfadurr Enoinfil Lic o VaYdded By 20M Criies Dlvilmat AADG. Ix. Tom R9ttay, UL LLC Troy Bishop. P.E. Category: Exterior Doors (641)494-2813 ,954)947-0880 agey@assee q.co "Cateppar. EceenorDoi Canporsents lint el ColrpltanM Method: Certlleacon M4M or Lasing ^' Products PretlurJl MoeW. Numbr a Noma Pratlueb D.scriotWn fentrad Exarilat 607, 70T. 727. 747. T57, 77", and 84T Single orb Pairs d Flush. Gazed. and Louvered shale and F-a or ti7312025 Doors taller -to] doors. peg. of 5 021 _ 5 ..: .� t)M e sending Gslt 2d[t !fitEntity VBIYI9GW s FBC Awroyal Aparowd ffiyus 12/102020 12/012020 12r.2lM20 .Approved Apaowdta Use Approved for Use Impact Dfirski, DMe In HVXZ Ouesetle HVHZ Assistant pressurg Yes Yes Yes NIA pe gu Flordo Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail _ -.. -. . - � .:,, -:ram+ ,.4 : _. - i44f tts�,".or .�tt Bse Die Pending TYa9 Varel Manufacturer EiMkssr a Lleelwe VaiWded Sir FBCAoerovd Revision 2D20 MI 1.Mndays and Doors Brentsmirtger Amereen Architecture Steven M, Urcn PE 11Y172020 11 it 712020 Calspory: Windows (71 T)365-3300 Manufacturer. Assessed- (711)317-8454 StlbeaMgory: Single Hung b."Irgweirs rat an Compllarree Method: Certiita ion Mad or Listing QUMity Assurrtc- Apamed nowHZ Ilse Amroved for Ilse Sea k Product Modes Number or Nam Product Deaenotlon Lotaraet E>miratlon Oxe In HVHZ outside, HVHZ 2 1as SH 52x72 Fin/Florl Frsms IGISG Single Hung 10/082023 No Yes Lartiratrid Glese p age, ore : ., 2ata A,,-,d Blow, 11(27/2020 Approved Impact � ) fig, Add +601-w Fbrida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail pig¢ 1 Mt 115,M21 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 a1 11542021 V > Al �F O L L ^' 0 W /� W lei e..� 1 CIO At A♦ J I1 •V VJ � �J O � O � O O 1 1••_ /�r� ♦� Q ♦V O a) " t�as�.t� =_ O '^ v' if 0 /0- _ .5_-2z� .ram 'se :•ore, -- - 5']i�, -'� _. .- Y _ . _ r• . 7eiia�•-,. '�`.�- _ mK•� .. '�-4A.ww'� � s- _ i s*i'��3�`k'zt �. version mmurwwrw �g,t ra Ucom ValklMed au � � �P�d� � Enaln Yan�lag $SemtlCla PBC AggrovM BOBr9Y84 AlaWt Afferretical 2020 PGT industries Jens R-olu IAerd-Dade BCCO-CER Mimi -Dade BCCO-VAL 11.952020 11/052020 11/112020 Approved Catakgw Wndowe (941)486-0100 (786)315-25% SubCMago7 Single Hung lrosowsltl Qp�irKkisaeec Corrpliamen Method: Crtiacobw Mark a Listing an Cludlly A,,- illustrated fa U,. A,,,edfor llsa Irmisiont goal- $ea A Product Model. Number or Mint Product Ow lMon Contract 2xvire lop Date In HVHZ outside HVNL Pressure 2 9H5500 (Large :Asti Mpad) Vhyl tingle Flung YArldo+e 07/302025 Yes Ves Vas NIA _ : ;. .. .�,. .-'.rt-.q. ,-._. _ alai •,._ -.-_: s . �_ ...�•.��_. , _ _� F _ . s__-<.,-n_ - _ _ ._ _ . of �� .�L! DMe PMu9no ,liar VW-Manmaeturr contSegnlegi EnMrurdLiuns, Vaadated av Y1 FBC ArmmvM age 131Mi1i Revision 2020 MI Wndows and Doors Brent9tingcr American ArMitecturat Steven M. Urlch. PE 1WW2020 IM62020 101-19=20 Rp oed Cetegay: lAMdeWs (717)355.3300 hfenu/acturen Assoclation i7lT)317.8454 "Category: Horizontal Sutler bsrengera-scan Cafgilanee Method Cere6cedon hark, or Living Ft1tf53M1tAe Product, Quality Aasurarsce Alaowdfa Use Aproved for Use Imracl Disks, EWA PraWct OosvmUa, Goodson Expiration Oat, in HVM oulmtlo HVR2 Resistant I:roeSW. 1 H5188 nn old florae Frame 73z621 nsulated Glass 021182024 No Yes No .55/.55 /�� //F, 1i Florida Department of Business & Professional Regulation Page 1 or Building Codes and Standards 1>srzgz, Florida Deportment of Business & Professional Regulation Ptg.1 dt Building Codes. and Standards 1aYm21 Florida Department of Business & Professional Regulation Page+ of i Building Codes and Standards 1a52P11 Florida Department of Business & Professional Regulation Peg.1 of Building Codes and Standards ha2(121 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail _ � � � _ . _... :. - .... .:. .,. .. C. ... F _ . _ ".. 4 t .. _ 4 a A, Ve: •-- , _ . . .. - .. .. •: J ♦ :. _" .. _ � .. ; -.x�-ate, ::30.. ':r _ .� ..-r_;'•It 4 _ ,: ., 'v�,ktd'•x „ Y e - � : +� a� - e- .,f :..-.. w, :.:"� ',{: st R� ,]ai "... -,. .. ate. . - ,;,. ::,. , R . z'r. _ �3'�-'.gt'�t'e Y..n _ <_ x�•ry _ .h �iezST. s. e' +R w�""i..... .rt _ ,- - - v.i s. _ .u..,. . r"Ti �'t dF. _ >s_ � �� , �. '..,_.. _ _ _x .,. _ _ Jk.. �. v-. :'a .. jype Revision 1291 Vwrm Masufacanr 2020 MI Windows and Doors Cdepay: V/hldows subcategory: Feed Compliance Method Ce tffication Meek or Listing Emlerg Contact Encinsrd Lkrtse VdLOMBL& grant Sharper Amancen Arch tectunl Steven M. Lkich. PE (117)385-3300 ManufacturersA-iabon t717)3174454 MMngs d r@min .Cum 1211 22131 Date Pending 090 validated Submitted FBCAPomvr $Q&BJMd Batas 11222020 11/2212020 11282020 Approed �� TVM Vernon Mmufuturer, Afle reflm 2020 PGT Industries Category: Windows eamedepory: Flied Carpilmlce Method: Corti/anon Mark Or Usbri; ELtlnf3lor fig 2" g plm Cooled rtedeperd Ucrse Validated Sr Validated Astet FBC A,-,d Jens R-ski Mant-Dade BCCO- CER Mr -Cade BCCO- VAL 11/05=20 111052020 (941)486-0100 (786)315-2590 )rixsaaski@pgrindurdes.c an 2112 Apwod 11/112020 Approved rests Verdn Rosviion 2020 MI Wndows and Doors in epay: Wndows aWCatapa7 Masons Compliance MoRhOM Evaluation, Report Mom a Entsv a SFBdtt Endnser&l.ketMs VeNdalada Sr ant Stknga Lull, R Lams, PE Steven M. Leith. PE (71 ngiril33W PE62514 Q17) 317-8451 bsitlhgef miwd.crom Q 2" 2" not, Permit, JIffis validated SubmittedFBC Approval Aooroved R11110A 10110SQ020 10/062020 IOA92020 12/15=20 Approved 9991 MM Wr=lon Alternation 2020 Manufamum PGTlndustnes SubCA gory: hews SrbCaM gory: Nurses Carpiieses Mathed: Cemicatim Mark a Listing 20 29& Date P,ndna contact Engineer 8 Uconsa VdWMetl By VdIr1Mb $ FBC Agnroval Jens R--hil i MnMA,de 8CCO - CER Mom -Dade BCCO- VAL 1IMM20 I VO 2020 (941) sidgip 0 (i86) 315-2580 IrlleowaW @p9Undusede9.0 on gys rppo owe 11/1112020 Approved noddy Reyldared Architect a s Licensed Florida Full sus R�PrOAm , crudity A-,- for Us, Aerial fre use he- F J 243A20 Roduats R deesiond Enginar FlA2a1411J Prodrn 1 Product Modd. Member w Name 185 PW Product osculation ContractEmbadw JS x 72 Insisted Gloss 0443/2023 A.mr.ved 92a m Date In MVM outride HVHZ ResbtrN pressure No Yes No s60/-60 Seas Product Model, Mrenbra Name 5 PW-5520 (Large Mleelle Impact) nudes 0.sWav:e Aowoved fa ilia Aooray.e fa Ua. Product Divination Catraat Excitation Date In HVHZ outsideHVHZ Mints FLYed Window 04/302025 Yes Yes tmg,d asset Resist P_sure Yes N/A ,talctxtPB.,. -- - saae Mc Redact Model. Munbsrw NanM Arapvsdrw Use A-.xw far Love w ..a 1»naker, In MVKZ Outdate HVNZ Resistantl3Eshoure dw s 1 Pvodsx4 Modek Mur&a a Name Whims for All Doors and Windosrs OuaUM Assranc, A -crowd fa use Auctioned fair Use Predict Desalyaw Cturold lxotrdlon life In HYMZ OWdrkt HW2 Aluminum Muaors P5/262026 Yes Yes � }jam Yes Dow - tare rsura WA 2 5734 Vertical Aumhum Mulim 12/312024 No Yon Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards pope 1 di a z, Florida Department of Business & Professional Regulation Building Codes and Standards Page, at z, Florida Department of Business & Professional Regulation Building Codes and Standards Pogo 1 d2 102I21 Florida Department of Business & Professional Regulation Busking Codes and Standards pegs 1 al Ier9r Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �/$�l£1yFaeX - .. gPAr€ � -$� "i`. - w S ..., 1 v. _ _... r .:,.<;. .,. _ _.- ..< ., _ ,� .. _ - .. 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INS) 545.8359 PE-81662 (352) 387.2526 chad.dierell jemeshrd e.cam 01105r021 17f142020 01A6r2G21 clang FBC Apix- Revisim 2020 Aside CMBpOry: Panel Wells "=.gory: Sons Compliance Meshed Evi luallon Report sum a Florida Registered Architect pro Llcrlsed Florida Prcl-keel Engineer FIt15272-R3 PrlMuda Nick Thompson Lynda) F. Schmidt, P. E. Ryon J. King. P E. 10(262020 10262020 i ik2/2020 4330, 922.2389 PE-43409 I'813) 787E555 nnampsen@elide.con 17/152020 Approved Paul- Mw GAF Category: Roping SubCatagorY• Asphalt Shingles Compliance MailEvaluation Report from a Florida Registered Architect or a Ucenaed Flemds Praesslonel Engineer Froduds Michael Soon Repair uerrinen John W. KneiteMch, PE (800) 76G.3411 PE-58166 (954) 772-6224 mstlen f.com @9e 06062020 0921W20 10a022020 12n&12020 .Approved Revision 2020 TAMKO Building Products LLC Category: RoOatg BubCMegfigry: UINrIe)ntems Compliance MethoQ Evaluabm Repro iom a Florida Registered FvOrted a a UCensed Florida Professional! Engineer Komi Eden Robe Nierninson John W. Kin-vich. PE 10/042020 09J292020 lonwow 1417) 624.6644 PE-59166 a54) M-6224 kem_eder@temto.can IV15=20 Approved f1i13192.F2B Produda Quality Assurance AoorwidiforUae Aeormal for Use lBQ.a42 DOW dulaoye y Assurance Apgrdfa Use AF"Oved for use,knDW Darski1 FLaig124.R78 Guitar ASWaece Adxared fa Use Apgroued fa Use Ilaadcl Design QrMlln ASMdlarce Alateivice fa Use ArcrovM is Us, lined poses Alai Product Moefd Minor* Marne PrQdLg pmdptlon Contract Cxosaltat Date In HVHZ Outdate MVKZ esesilFI£Rt Pressure $SqE Product Model Nembor or Nor" Product Deception contract lxpballnl Date In HVHZ outside KM ROWKwt Pressure Aw protluet Modal. Number Or Mama Product rite Action contract Expiration Date to NVNZ oWdde HVHZ Redyant tart vita& Product Modd. Number or Name Product OwaWbn contract lmtdlo n DMe In HVHZ out" HYHZ AysmtMt prissure 1 2 Cemplenk Leip Sdhg Hrd.Rivsk Lap Siding lber-c-t I.p sld,g 12/312023 lbir-cement Iap siding 121312023 Yes Yes NA NIA Yes Yes NIA WA 1 e &wot:2T4,qua, Soffit 2 b. &-till nca 744-iis t, Soffit Vert a Solid Vinyl Soft 121312021 No Yes Venter Solid Vinyl Scoot 12/312021 No Yes No N/A NO WA 1 GAF Asphalt Roof Shingles Fiberglass relatenced 3-op.Irrknded. 5-hp and 121162022 hlprtmgi: asphan shingles No Yes NIA NIA 1 2 TAMKO Roof Underiayi-ta (HVM) TAMKO Roof Underlayments(NON-HVHZ) Rodundederyments fa use in FBC HVHZ 10/182021 Yes w jrisdetiens. Rodundrdaymorms for use In FBC non+IVVZ 10/182a21 No Yes N/A N)A NIA WA jurisdiction., . Florida Department of Business & Professional Regulation Building Codes arid Standards Pape, at 16=1 Florida Department of Business & Professional Regulation Building Codes and Standards peg., a1 102021 Florida Department of Business & Professional Regulation Building Codes and Standards page, al 1Rrm21 Florida Department of Business & Professional Regulation Building Codes and Standards Par 1 as 1172021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail b y ..._ _, s 'e RAW.. .. .. �,c. ,~ _ -��.. a ' , sign Entity w IZML Dlit Dole Pamirs MM y-- Marvu2gaLLffi claxlew EnuirrrA Llcrne vaedehd Br y.%"ed Sys FBC Aooroval Ancroveg $spas 4F6` < 4 ErtULv a 2:tr 2111112 anti Pinang E:! TIM& Version Mmuhctura trier a UCensa VaIWMed By Val[dM#d submitted PSC Amroval Approved AlMgt,. a.. .: ".. -.. ,. £g94 2Y4 !?ffi! Dab PeildirM 2Y4 1%20 YgMgg Mamtfacturer contract ear & uceinese VNdaftd as VaNdatpd Skabinifted Fee Avoroval ,. e,'. _ ,. -a, a.. -.,.s- .,. --n,.y .`..•&'-`. SBGI EIWN ar 2mt BYa Data Pmdrrg Bea j)(gt Veresicr; Menufacturr, ceatad Eacilliseer 8 Ucarne YMiliatad By YdIV �ed automated FBC Approval $iinde. ReviMm 2020 L.V. Thompsm. Inc. It. Thompson Architi ctwol Metals Cormrry (TAMCO, Category; Roping Subcategory: Roofing Accessories that are an Interpret Part Ofine Rooting Syrian, Compliance MOMOd EwUabm ROW it- It Flpdde Registered Adlfbect m e LJcensed F1c,,de Tony Christman Zachary R. Prgst Stewn M Wor, PE (813) 248-34U PE-74021 (717) 317-8454 tonyogonrelekooarg,com 00Yr72020 OSJ182020 092272020 12/15M20 Approved Revision ZD20 Fronde Mew Prodtaa Inc. Cats ory: Reeding Sul CategprY Rating! orison- thr are an Integral Pam ofthe Rooang System Cumpllarxe Method: Evaluetim Report Iran a Florida ResilsteredArehiteet a a Licensed Florida Praesslond Engineer Clark Janes James L Bucker, P.E.@ 51- M UHch, PE O rIM20 0925/2020 1=42020 (904) 763-6400 CBUCK Enpneering (711) 31?-6454 elak@temco.com PE-31242 12/1&2020 Approved Revision 2020 L-rao Catopgry: Roping SbCatawrin Reding Aecessaba that arean Integral Part ofihe RioBnp System Canpllance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Proessionel Engineer Krnma Jet" Junes L Buckner. P.E. Stevan M. Uner, PE (501) 983-6163 PE-31242 (717) 317-8454 kldley@krrranco.com 11232020 11232020 /12921M, ding FBC Appr RoAsken 2020 FLal8a8.R12 Praduds Beal Retailing Category: Reeling SuloCMeg.ry: Rooting Tiles COmpll- Madod: Eve.M. Repot can a Product Evdus lop Entily Andersa+Robe, iAPMO Unnonn Evaluation Gry W. Walker 11A132020 11I022020 (801) 380-6091 SttAM LLC. (205) 854-0160 RebinMdarsm@boraLco m 11A5/2020 Approved co Professional Engineer FLAM5Mn-R21erodcts FL11172024M P,,K,*, Quality Assrcaroe AMOM for Uae Awrovadfa UM I Pre y FL418s78-R9 3_e i 2 3 4 Rituals Prpdape Modetl. Nunnr a Name TAMCO Fla TopG-r &Veng. Vent oath Sable for Tit TAMCO Cdapaeneek Verdi TAMC0011-Ridge Rod Vent lyith Baltic TAMCO Round Top Off-Rk1gn Vent with Battle for nk, Quality Assurance Product Desecration contact Emkdion 26 a. -static roofventildar y4M leaf¢ 09,02026 26 Pre. 09Po92026 26 ga. ta9t reofventidor vAth Integrated bailie osiM 28 26 Oa elato roof ventilator "th baste 081092M Acpf,V,d for Use AmroYed for Us, imesct Dealer, Ode In HVHZ outside HYFIZ Resistant pre- Yes Yes NIA WA No Yes NIA s0L62S Yes Yes NIA IVA Yes Yes N/A MIA 8m k product Model. Numb, a Name 3 3- FLAMCO dgnd:RV 10 Ridge Vent&quad: OuaiW AsswMce Aggrieved fa use Aooroved fa Use Pradtd DeurioUal Contract EaNrdlAn Date in HVHZ 01Ytldo HVHZ Aluminum Ridge Vents fa Pitched rook fabricated 12012024 No Yes from 0.025' Aluminum �t � Resistant )�swre No WA Aw 1 Product Modd. NurOr or ham, Deck -Air" DA-4 or TRI-Built Deck -Air DA-4 WNSty Aassrarace Product Dessorksloo Callrad Esmintidn Dyer Low Rode, Polypropylene Pledic, Roof Vent 12/102025 Medhrlpe0y A0eChed to Plyw00tl Deck, Amrovedforl." Aooroved for Uae Q@MMI In HVKZ outside KVHZ Rasl�hrd P__ No Yea tb x97.51-97.5 Sw_k 16 17 1s 19 2D 27 26 Pr�rl Yodd. Numbr a Nense Saxony-Sheke.SHiM,CountrySde. ;Alit Old ErgliM Thatch BAmp'. knped Saxony 600-Sate. Shake &: Split Shake Security 600-Slale. snake amp; Suit Shake Saxony 700- Stake. Slate &amD: Stilt Shake Saxonyy 700- Shake. Sato demo: Sett Shake T.J.espan. IS. radon. 'Ali. Product Dascoottal Comragt Exterdion Dial 61 ll Outdates HVHZ Flat PrNile -Demro, CO 12/3l M20 No Yes Flat Profile - Stockton. CA 12I3MMO FJo Yes Flat R.M.- Rialto CA 12/312020 No Yes Flet Profile - SaNton, CA 121312020 No Yes Flat Profile- Prieto, CA 42/31*020 No Yes High Prole - Katy, TX 121312020 No Yes Low Prose -Katy. TX 12/312020 orb Yes Rdtd N/A NIA NIA NIA NIA N/A N/A WAS WA WA WA WA NIA WA O Florida Department of Business & Professional Regulation Buildirg Codes and Standards Product Approval Application Detail Page, d 1 1172@1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail p.g. t o, lrrmzl Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pep., M 1 rnrm2l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pogo I dl 1/7f2021 � � 3e:+r�:^ea-a.. V 's tor:- . .. ., x. .. .. walwaq�.y tat .. ...F -�. '4'% ,. + � �.. , , -. ..�. 1 K .. .- ....., _ __. ,.... S J:. ,,.,,. ... gist( awry a 291 2d1 iData Plardina flit TVW version Itnufamr4L Cwact Griner A Ucwm Vdldow av Validated submitted ll Approval AIDDrgald status ,..'^s +Jy3'i _... .. •w�S £get RDIN7L9L .fit 12a1a Date Predrrg Dwt LM Version cooled Enabinrducaas, vadeted w( Validiataid ,subrinalt(st FBC Aaomvat al-yifiaj Status _ N.t e• ._ may. Sort FinfirM1 a ➢tlr ,Qsis Data MM Version Manufacwrr cortact Makeera LAM"yaidawM 3(LUtsi@Q &AMWffi PSC Am foM Approved flat .. ;:;,� . ..max � < -.....- : : , >F ,�.... ,:. _ _ tntnly or ➢Mr 2" Dab Penarm 20 MM V"w Manufwturr egg Enwkrer8 Ucansayoll"Od Sir Vdldded Sularnittird FBC A,-,d Reivision FLOtSffF"t 2020 G(dlal Prdecom Products. I.I.C. Category: Shuders Subcategory: Storm Panels Compliance Method: Evdudim Report tram a Florida Registered Architect a a Licensed Flodda Pidossbnd Engineer Prodraa Tim RotensGn Wol A Talk Jr.. P. E. Jahn W. Knaevldn. Re (954) OW7545 PE-4416? (954) 772-6224 elm,ropinson@ilop.M.- GsIiM Avwr.nce DWNM20 09108/•2020 1=12020 12n52020 Approved Amraved fa lha Aopinowdia Use imtist � Rviscn 2020 Ali Am¢flan Shutters and Glass CMsgory: Shutters SabCataglpry: Berm Panels Carpllanoo Mol Eu w.lion R.P r, loom a Flaky Registered Architect or is Licen load Florid. Prcdassionel Engineer FLe17W94t3 Producer; Mike Barbieri Frank L. Bernardo, RE Troy BroMp. RL 1028,7M ion 52020 11A)M920 (581) 712-9862 PE0046549 (9541947.0400 rnik".1lismencenohuns, is.corn Apanwdfa use Agaovtb for Use 12152020 Apprdsecl ffiJ� J2Balm PWAfi on 2020 tlta'1999•R7 Praoirts Agog Alpine Catepery: Slvdieal Cmwne t, SubCdagary: Truss Pletea Clxnpliarce Method: Evaluation Report from a Product Evduation Entity Prod,cl MotlN. Nrmbera Name Stuart Lewis ICC Evdudim Service. LLC Willem M. Renlerl, PE (321) 710-3377 (401) 681-191? slawls@,pine4bv a Quality Assutrairroce Product Desenppon Contact E)olydidxrOate 10,31/2020 1 O2=20 111052020 11105J2020 Approved Aggressive HVHZ Usa Aowgv,dH llso �t lenhosupee. In HVHZ Outdate HYH2 (fig gwturt Revision 2D20 Pti1774-Ma C-dal Contrast. Produds,Ine. Category: Srudureal Components SibCrteggry: PredJcro IWoduced as a Result of New Technology Compliacs Malhed: Evaluation Report from a Floods RegabrodArchitect oes Licensed Floods Praeasiorrd Engineer Proehcts Robert Gills S - - - I k Greenberg John Hot, 1 W62020 12n6/2020 1229/2020 (913) S%3707 PE-34245 (352)588-5311 prscasngalor@yatrpo COm dre FBC Appn Sea s9 2 prude 1 Model. Number or Name 20 Gage Galvanised Seat Slam Panes/KVHZ 24 Gage Oalvanlzed Seel Sam Panels/NHVHZ Rodtd D-ditticn Catad Ev A,,*i-Data Corrugated Gahrenized Sad St- Panels retained 121312021 or net by hacks to prrn7lde hurricane preteetion. Cwru period G.1-ized a .1 Sum Panels retained 121312021 or not by tmGus to provide hurricane prdectim. in HVHZ outside HVHZ Rtgje„gQym:sup- Yes Yes Year NIA No Yes Yes NIA tag$ Proikct Modetl. NUMr or Name 1 24g. Gal,ni-.d Steal Slam Panels $QMst, Diseased- CWrad F.-habit Dale in HVAZ Outside HVHZ 24g2 Galvanized Brain Sam Panels 12nino21 Yes Yes Rosidare Prose rass, Yes WA / 2 3 4 MW BCGIApiro Higher Strength 1H tamp' S1 ITW BCGIApne Hind¢ Plate ITW BCG/AIPM Truss ITW BCG/Apse Weve Metal Canecta plot. 12131=4 Meet Connector plot. 12/3/2024 Mere; Connector plate 121312024 Metal CONieator Plebe I MIIZ024 Yes Yes N/A WA Yes Yes N!A NIA vas Yes NIA NIA Yes Yes NIA NIA Sss l 1 Product Model. Number Or Name Quality Precast or CommacfdCoilCorete Products OeaiW Asurresa Ancrayed fw use Amrgved falhe Product Desalnilan Comraol Exnt(Mlon DMs In HVHZ Claslde HVHZ Protest and Rearrested CoiUnteB 05125=24 NO Yes Interact Rosemont N/A Dow- Pressure WA O -allasessill W Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 oil IMM21 Florida Department of Business & Professional Regulation Building Codes and Standards Pagel di 1r712021 Florida Department of Business & Professional Regulation Building Codes and Standards P.g.1 et ,rlrm e� V Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail _ . bile ICU > jyye Revfslon fL421.97-R7P,dcts Scp93 vervain pet Wecturr 2020 MITad Ina. Category: Structural Components Subcaegory: Truss Plat" Conpllane, Method: EveluMlen Report from a Product Evxdwtlon Entity Entity w oaten Ernst-d Laces, VMWded Sr Ertn Walden ICC Evaluation sa vise, LLC ICC Evaluator, Service, (952)898-BGi5 LLC. -alden@rra, con, (205) 599-98M QuMau Assurance 2029e Date Partitive Vaillchileall SubmUtd FBCA--M Moroyed $pants I WMD20 09/302020 16/112020 Appro ed Approved for Use Approved fa Use impact Dedm S:ffit n�tu VW- Manufacture R.,AW- 2020 Weyerhaeusr, CMBpory: snuerrad Components Subcategory: Engineered Lumber Canpllance Method: Evauwton Report from a Product Evaluation Entity FLOMM!'4111 R90Ms 1:BiL4L2 20 �! OMe Pending Did.Sr➢ta centad Enpesv d Ll-, VIWded Bor Vdldded Submitted FBC A®raver Act«pore tjMfyg Rob Bald- ACC Evdustim Service, LLC Ian Lehr. P.E. 10MMA20 Applied For (253)924.6478 (608)B39.328a Robert Sddwntlll-MI-or eusar.corn Aaagmtl fa the Aoorpred for the 4nBact. geym jL22 varslo^ ReMskm 2020 PlY1lS&M9 Products MMlufacwrr CAST-CAETE USA, LLC Category. SbiMural COmpa,eats Subcategory: Products Introduced ae a Reaut of New Tedmdogx Cgmplbar. Mshod: Caniicetim Mark or Listkrg !� CaAMt Engineer & Uc#m Vaedded ay Crag Penero Mitrrs-Dad. BOCO - CER Miami -Dade BCCO - VAL (8131S21-O641 JaM 315-2590 Werrin.&.0oel..com � /].a Dab Pending DEAL Validated 3um1w FSCAggrovsl Aggrowa IMA 11202020 101270020 1I2712020 Approed Apaoved for use Agorove:d for I.a lg]gset IDow- cz O L� Cases all APat 1 2 3 4 5 PredlrEt MpdaL Neselea Mama M18SH8 0116 M718H5 MT20 M7201148 Product DarearePticar, Carol Esntntion 18 ga super high strength truss cmnecta plate OG/30r02+ 16 ga. Wss canneaor plate DSM=21 /8 ga. hl ph stren Om buss canned a pi ate DOM2021 209a. truss connevorplate 06130/Y021 20 ga. high strength truss connector plate O131302021 DMa In HVHZ Outdid HVHZ Ralaidstart Proewn Yes Yes NIA WA Yes Yes NIA MIA Yes Yes N/A NIA Yes Yes NIA NIA Yes Yes NIA NIA ABva Ptoduct Model. limber a Nam / Mountie LVL 2 ParMem PSL 3 TimhrSrend LSL 4 TJ Mm Board 5 Weyerhaeuser Rkn Board Product Description Barad dMrdlon DMe In HVHZ OLAdrh HVHZ Li n in had Veneer Lumbar 01/312021 No Yes Pererel attend umber 03/312021 No Yes Lerttinr.d Strand Lumbar 031312021 Ne, Yes structural Composite Lumber a Oriented Strand 03l312021 No Yes board Pill m Board Oriented Strand Board Rkn Board 03131r024 No Yes Aslilwa1t Pressure NIA WA NIA WA NIA WA NIA NIA WA WA $ffig 1 product MOdeL Pl mbr or helps High Strength Cwe etia Lntel6 Product Doldrliftn co trodt Exdntion 4, 6, B end 121nch wide INds 05212022 Me In HIM outside KVHL RLMMM Pressure Yes Yes WA WA �S U V O L V m m w z Z a J d. SHEET NO. PA 1.1 4_0 N Cn Ca N U > O L Q OL • ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12I302020 • ® Simpson Strong -Tie 2020 FBC Approved Products updated 12t•302020 • Simpson Strong -Tie 2020 FBC Approved Products uP�ted,23o/zo2g Q O ®For dkedt Inks to all SSTapprovals Acted below, CLICKHERE J= For direct Inks to all SSTapprovals Acted below. CLICKHERE. For arect links to all SSTaporovals listed below. CLICK HERE. ® For direct Inks to all SST approvals listed below CLICK HERE. �t f1 LL For additionaf information regarding Florida's Statewide Product Approval System and Mami4)ade Count •g 9 APR SYs Y Notice of Acceptance (NOA). CLICP. HERC P ( ) + For additional information regarding Florida's Statewide Product Approval System end Mam1-Dade County PP Ys Y Not1ae of Acceptance NCA CLICK H ERE P ( ), For additional information regarding FI ida's Statewide Product Approval rein d Marrd-0 de Count i aSys m a NoticeAcceptance NOA DCh. HERE y of { ), C Far additional information regarding Florida's Statewide Pr v nT rag. tl g FI s ewid oduct Approval System and Mami-Dade County Notice of Acceptance (NOA). CuCy. HERE ♦ V .� U Cf) FL#235&R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3 =3 -co 9/16" and heights ranging from 4.5/16" to 11" Concealed flange g� # Product Model, Number or Name Product Description Sea # Product Model. Number Name Product Description 3#I enr Product Model. Num tsar or Name Product Descdgkii version (HUSC) available for models having width equalto or O � _ 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Tien stainless steel masonry screw 1 A21, A23, A33, A34. A35, A44 Angles 1 BT, BTB, BTH BrickTles greater than 3-9/16" 0 L 2 APA21. APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3 Q Q 0 3 APB44, APB44R, APV866, APESSR, APB88, APB88R, AP61010. AP6101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9.1/4" to 16' O LJL. _ FL#9589-R6 APVB44R, APVB66 APVB66R, APV688, APVB88R, APVB101C, APVBIOIOR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU383SDS, LGU5 2---SDS; Face -mount hangers M O :=a I- co 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVOJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tenston Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Co O > 8 ea A' Product Model- Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 WC26Z, LUC2102 Face -mount hangers D -0 E Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3, H6, H7Z, H16, H18S, H16-2, H16-25 Hurricane Ties 16 LUIS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- (D L 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, API-6. APT4, APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15115' (n Q Q 3 SD9112SS, SD9212SS Strong-Drive,SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGUS.63-SDS, MGJ5,25-50S, MGU5.50-SDS, MGU5.62-508, MGU7.00-SDS Face -mount hangers (tj �� �+ 4 SDCF22434, SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221014 Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 1D HSS2-SDS1 5, HSS2-2-SDS3, HSS2-3-SDS3. HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 5- �_41-/ SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 GST2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5 HST5 Shaght Straps 118" and heights ranging from 6-15116" to 19-112' 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858 SOCP22912, Strong-Drwe SDCP Timber-CP Screw 10 CJT3Z. CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, HTS20, HT824, HTS26, HTS30. HTS30C Heavy Twist Strap 19 MUS26 MUS28 Face -mount hangers SDCP221100, SDCP221134, SOCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ. HTSQ20KTZ Heavy Twat Strap 20 SUR. SUL SURC, SULC series hangers Skewed face-mourrt hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SOHR31400, SCHR31614 Strong -Drive SDHR Combo -Head Screw 12 CIS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/16" and heights ranging from 3-1(1&'to I M/4" 7 SDS25112. S=5134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4_ FC6 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Slaps Concealed flange version (SURC, SULC) available for all double SDS255W SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, L5TI73 Straight Straps 2X and 4X models; only acute flange is concealed. e SDS25112SS, SDS252004S, SOS25212SS, SDS2530OSS, SDS25312SS Strang -Drive SDS Heavy -Duty Connector SS Screw 15 GAI GA2 Gusset Angles 17 LTB20, LT1340 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF272C, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, HIS, H10A•2, H1 DS, H14, HGA10 Hurricane Tias 18 LTS12, LTS16, LTSI8, LTS20 Light Twist Strap 6" and heights ranging from 2.518" to 11-114" 17 18 HCJTZ HH4. HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30. MSTA36 MSTA49 Straight Straps FL#1 0667-RB 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC4C. MSTC52, MSTC66, MSTC78 Straight Straps §1" Product Model- Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MST06M3 Pre -Bent Straps Product Model. Num ber or Name Product Description 1 ATR&8, ATRI1Z ATR5/8, ATR314 Threaded Rods 22 LSX L650, LS70, LS90 Skewable Angles 24 MSTI26 MSTI36, MSTI48, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9M Tito 7- 2 ATUD5, ATUDS-2, ATUD9, A7UD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 M7S12, MTS18, MTS18, MTS20, MTS24C, MTS30, M7S3OC Medium Twist Strap 118" and heights ranging from 7-118"to 30", 3 SP318-2, BP112, BPI/2-3, BP5/8-2, SP516-3. BP3/4, BP3/4-3, BP1RTUO3-4 Beanng Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ26RZ. LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA200-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW3/8 CNW112. CNWS/8, CNW3/4, CNW518-112, CNW3J4-518 Coupler Nuts 25 LSSRi 81, LSSR21, LSSR2 37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable SlopeablelSkeviable Hanger 27 RCW812, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" o 24". 5 CTUD55, CTUDS5, CTUD66. CTUD75, CTUD76, CTU077, CTUD67, CTUD86. CTUD97, Coupling Take -Up Device 25 LTII LTP5 Tie Plates 28 RPS1S, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available In widths ranging from 1-112'to 3 CTUD98, CTUD99 27 ML232, M24Z, ML262, ML28Z. ML21OZ Angles 29 1 Shod to Plate Connector 518" and heights ranging from 7114" to 24". 6 N3, W, N5, 146 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1. SP2, SP4, SP6, SP8 Stud Plata Tie 4 DGHF series hangers Top flange hangers available in wdths ranging from 1-314'to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD8, RTUD7, RTUDB Ratcheting Take -Up Dev ice 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28. MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, S82.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to S- 9 TUW38 Take -Up Washer - 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115. ST2215, ST6215, STE224, STd236 Straight Straps 7/B" and heights ranging from 11"to 32-1f2" 10 URS3 316" Uplift Rod Run Tiedcwn System 32 RST-3 Roof Tie -Down 34 T620, T627, T1330. T636, TB42, TB48, T654, TBB& TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC227, RTC42, RTC2Z, R7C44 Rigid Tie Connectors 35 TW810, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11 AW'to 32" 12 URS5 518" Uplift Rod Run Tiedoam System 34 SIC. STCT. DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedowr 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/W 13 URS6 3/4" Uplift Rod Run Tiedcwn System 35 T1C37, TJC57 Truss Jack Clips 37 W8106 WB106C, W6126, W6126C, 1WB143C Wall Bracing and heights ranging from 6-112'to 28". 36 Z2, Z4 Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available a1 widths ranging from 3-1/4" to 7- 118" and heights ranging from 11"o 32" FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-911Tito 7- FL#10447-R5 1/2" and heights ranging from 8" to 30" Sea PratluctModel. Number orName Product Description Sea X P@tluot Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 5-718" 1 DTT2 Hold-down Sop # Product Model. Number or Name Product Description 1 CBH2.37x5 5, C13H2.37x7.63, CBH2.374.75 Concealed hangers and heights ranging from 10-1 /2" to 28"_ 2 HDC1014, HDC10t22 Hold-down I AHEP Adjustable Hip -End Connecot 2 DU, DHU, CH UTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 H008, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS34 DSCSR-SDS3, DSCSL-SDS' Drag Strut Connectors available in widths ranging from 1-9/1 W to 3-9118" and heights 718" and heights ranging from 7-117'to 32' 4 HDU2.HDU4 HDU5.HDU8,HDU11 HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8"to23-15116"_ 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5.2&SDS, HGU5,50-SDS HGU5.62-SDS, HGU7.00SOS, HGU7,25- Face -mount hangers 118" and heights ranging from 14" to 33' 6 LSTHD8 LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5 25/3.25 HHRC5.371312. Heavy Hip to Ridge Connectors SDS, HGU9,00-SDS 13 HITseries hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/18" and heights ranging from 18" to 28" 8 MPAt32, MPAI44 Strap -style purlin anchor 6 HRC1 91, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" to 12-7/8" 14 HUSTFseries hangers Top Flange joist hangers available in widths ranging from 3-118-to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5 25-SDS, HHGU5 50-SDS. HHGIJ5.62-SDS, HHGU7 00-SDS, HHGU725SDS, Face -mount hangers 3-9118" and heights ranging from 5-3/8" to 13-1/8" 10 PA118, PA123. PAI28, PAI35 Strap -style purhn anchor 6 LSU28, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10 STHD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7(16" to 15" Concealed flange 12 STHD14. STH014RJ Strap -style hold-down 10 TC24 TC26, TC28 Truss Clip HHUS7 2511D version (H UCTF) available for all models having wdth equal to or 11 THA29, THA213, THA218, THA218-2 THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116", THAC422 THA426 THA422-2, THA426-2 1JB" to 5-V8" and heights ranging from 43/4" to 15-3I4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81122, THAl2 D61221 THAl2.1122, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for ail 1/8" and heights ranging from 5.3/8" to 26' 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available In widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU21Q HTU26-2, HTU28-2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5-318"to 37' 15 THJM2-4SOS3; THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" tc 7- 18 ITS series hangers Tap flange hangers available in vddths ranging from 1-9118" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19-1/4"- Concealed Flange 5/S" and heights ranging from 9.118" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available or all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.318" to 7-14" 10 HUC01 81/9-SDS, HUC01 81/i1-SDS, HUCO210-2-SDS, HUCQ210-3SDS; HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-911&' and heights SDS, HUCQ410-SDS, HUCQ412-SDS, H0005 25/9-SDS, HUCQ5 25111-SDS, HJCQ610- ranging from 9-3/18" to 13-1/8" SDS, HUCQ612SD5 (D ® Simpson Strong -Tie 2020 FBC Approved Products updated 12/30r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated I2/30r2020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ° e Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4"20 C=For direct knits to all SSTapprovals Wed beiav, CLICK HERE � For direct Inks to ell SST approvals Rated belo ee CLICK HERE. � For cheat finks to all SST approvals listed below, CLICK HERE. ® For direct Inks to ell SST approvals Wed belor, ,,, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice of Acceptance (NOA), � _r ir:u- Hc,RE. + For additional information regarding Flmda's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), ; - Lr. H -:i . For additional information regarding Flmda's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA),!; r�n,�,K�Fi�„�. For additional information regarding Florida's Statewide Product Approval System and Main -Dade County Notice of Acceptance (NOA). GL L-KL u F? F O 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 SILBV1.56, SILBVI 81 S1LBV206, S/LBV2.37, S/LBV2,56, S&BV2,68, S/LSV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1I8" S/LBV3.56, SLBV3.62. SILBV4.06. S/LBV412, SJLBV4 28, S1LBV4.75_ S/LBV5 50 6 Strong -Bolt 2 (ST62, STB2.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ zones hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3116" to 13-118" sea ff 1 Product Model. Number or Name HHUS210-3; HHUS210-4 Product Description Joist Hanger 19 20 S/LTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 S/MST60, S/MST72 Holdovms Straps 118 mil (10 go) 7 Titen HD (THD-H. THD-HMG, THD-H4SS, THD-HOSS, THD-CS. THD-CSBSSI steel and Types 304 and 316 stainless steel Than HD Heavy Duty Screw Anchor for concrete and masonry 23 LE03, LE05, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 5- 2 HR$6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avallable with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1/7' 3 HUCO210-2-SDS, HUCQ2103-SDS, HUC0310-SDS Joist Hanger 22 SSP DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 sores hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2 THGB3, THGBH2, THGBH3 THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-117' 5 THGQ2-SDS3, THG03-SOS4 5, THGQH2SDS3, THGQH3SDS4 5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" o 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Then HD Threaded Rod Hanger iTHD625158RH, THDB37158RH; THD37212RH. Then HD Threaded Rod Hanger for concrete - 1/8" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -Ali Anchor for masonry ranging from 3-3/8" to 7-1/8" FL#11473-fib FLM 3904-R5 27 28 RR VVP series Hangers Ridge raper connector Top flange hangers available in vAdths ranging from 1-9118 to 7- Sea x Product Model. Number or Name Product Description AMA Protluet Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 GCOM3.62-SDSHDG, CCQM4-62-SDSHDG, CCQM5-50-SDSHDG, CCTQM3-62-SDSG, Masonry Piet Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4:62SDSG; CCTQM5.50-SDSG, CGCQM3 62SDSG, CCCQM4,62-SDSG, Sep fl Product Model. Num bar or Name Product Description 3 H16, HISS, H16-2. H16-2S Hurricane Tie CCCQM5.50SDS3 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry I08(l 4 HETA12. HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.82G-KT, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD362G-KT, Masonry Pier Caps 2 Er -HP ET -HP Epoxy Ad hesive for masonry 5 HETALI2, HEfAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, EC-CLLQMD5.5OG-KT. ECCLROMJ3-62G-KT, ECCLRQMD4.62G- I I SET-XP SET-XP Hph-Strengtlt Epoxy Adhesive for masonry Sea# Product Model.NumberorName Product Description 6 HGAM10,HM9 Masonry retroftconnectors Kr, ECCLRQMD55OG-KT 4 SVong-Bok2(STB2) Strong-Bok2Wedge Anchor for masonry 1 ABA44. ABA44R, ABA46, ABA46R. ARAM. ABA66R Adjustable Post Base 7 HHETA16. HHETA2C, HHETA24, HHEfA40 Heavy Embedded Truss Anchor 3 HGUM5 25.. HGUM5.50, HGUM7 00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46.. ASU46R, ABU5.5, ABUS-6 ABU65, ABU66. ABU66R. ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GirderTiedow'n 4 LGUM26.2, LGUM26-3. LGUM264, LGUM28-2, LGUM28-3 LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) Tden HD Heavy -Duty Screw Anchor or concrete available in 304 ABU88R, ABU1D10 ABU1D10R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, I-CUM48 LGUM48 LGUM410 o-316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24 ME-TA40 Embedded Truss Anchor 5 M13HA3.12/9 25, MBHA312/11 25, MBHA3-5617 25. MBHA3 5619.25, MBHA356111 25 Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3 66I11.88. MBHA3 56114, MBHA3,66j16, MBHA3.56118 MSHA5.50r7 25, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BCS, BCS2-2/4. SCS23/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5 50111 25, MBHA5.50111 88. MBHA5 50114, MBHA5 50/18, 6 C644, CB46, CB48, CB68, CB68 Embedded Column Base MBHA5.50118 7 8 CBSQ44-SDSZ CBSQ46-SDS2, CBS066-SDS2, CBSQ85-SDS2, CBSOS&SDS2 CC, ECC, ECCU Series Embedded Column Base Bolted column capswitfi W1 ranging from 314'to 9-1/2" and FL#11496-RS 6 MBHU3.5&9.25, MBHU3,56/11.25, MBHU3.56111,88, MSHU3.56114, MBHU3.56/16, MBHU3 56118, MBHU5,501g.25, MBHU5.50111-25, MBHU5.5011.88, MBHJ5 60114, Masonry Beam Hangers FL#16937-113 �✓ W2 ranging from 3-518" to 7-1/2° MBHUS 5TI6, MBHJ5,50118 Sea M Product Model. Numbaror Name Product Description 9 CCCSDS2S; ECCQSOS2.5 Series Screwed column caps with W1 ranging from 3.1 /4" to 9.1/2" and W2 ranging from 3.5/8" to7-If2" sea g 1 Product Model- Number or Name OTT1Z Product Description Deck Tension Tie 1 X34B10184K; XiS1016, Xt B1018-4K, X01 S1016, XQ1 B1018-4K #10.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point ' v) 10 CPT44Z, OP766Z, CM887 Concealed Post Tie Base 2 HDI21 HDI9 Bolted Holdowns FL#13975-RB 2 XLQ114T1224, XLQ1 14B1 224-2K #12-24 Strong -Drive XL Large -Head Metal Sol•Drilling, Tapping _ 11 EPB44A, EPB9, EPB45, EPB66 Embedded Post Base 3 HD3B HD5B, HD715, HD98 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head /R <�V 12 EPS47 Embedded Post Base 4 HTT4, HITS, HTT5-314 Tension Ties %q # Product Model, Number or Name Product Description 3 XMQ11461224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT206, LTTI31 Light Tension Tres 1 SDW22300, SDW22338, SOW22438, SDW22458, SOW22500, SDW22600, SOW22838; Strang -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #6 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SOW22834 4 X0114S1224. XQ114612242.5K X114S1224, XQ112S1224 X011261224-2K #12-24 Strong -Drava X Metal Self -Drilling, Tapping Screws with #5 O 1s MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC1S600 Strong -Drive SDWC TRUSS Screw Drill Point L 16 PB44, P644R, PBM. P666, PB56R Embedded Post Base FL#13628-RS 3 SDWH19300DB, SDWH19400D8, 30WH19600DS, SDWH19800DB. SDWH191Oo0DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016. XU341310165K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with Q 17 PBS44A, PBS46. PBS56 Embedded Post Base 4 SDVVH2740OG. SDWH276000. SDWH27BOOG, SDWH271000G. SDWH2712DOG Strong-Drrve SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV61PBV1O Round Post Base Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS10400 Strong-DfNeSDWS FRAMING Screw 19 PC44-16. PG46-16, PC48-1& PC84-16, PCW-16. EP044-16. EPC45-18, EPC48-1B, Post Cap 1 985/804, SB716x24, SB1x30 SB Anchor Bolts a SDWS19600, SDWS1971Z SDWS224DO,SDWS22500.SDWS22512, SDWS22800. Strong -Drive SDWS TIMBER Screw (Intenor Grade) EPC64-16, EPC66-16 2 SSTB16, SSTB20, SSTB24, SSTS28, SST634, SSTB36. SSTBI BL, SST820L, SSTB24L. SSTB Anchor Bolts SOWS22800, SOWS22900, SDWS2210DO, SOWS221100 SDWS221200, SDWS221500 FL#35320-RO 29 PC4Z. PC4RZ, PCSZ, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCBZ, EPCBRZ EPC8Z, Post Cap SSTB28L 7 SDWS2230OD6, SOWS2240008, SDWS225000B, SOWS22-WOD6, SOWS22800DB, Strong -Drive SOWS TIMBER Screw (Extefior G rade) EPCBRZ SDWS221000DB Saa g Product Model- Numberor Nama Product Desonotian Cn V 21 PPB44-4Z PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCB48, DSSCW. DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SOWS2740OSS, SDWS2750OSS, SDWS2760OSS SDWS278WSS, Strong,Drive SOWS TIMBER SS Screw 2 FC943-5- FGB45 5, FCB47 5 FC649 5 FCB411 5 Bypass Framing Foxed -Clip Connector T! Rag x Product Model, Numbaror Name Pmtluct Description 10 SDWS271000SS, SDWS27120OSS SOWV13400 Strong SDWV SOLE Screw 3 FPHSD34S1O16, FPHSD34B1015, FPHSD3461016-5K. FPHSD34S1214, FPHSD3481214, FPHSD34B1214-5K #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - O FL#10866-R5 t CMST12, CMST14; CMSTC16, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 -Drive -TO -RIM Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 23, LSFC6.25, SFC2 25, SFC4.25, SFC6 25 Duling, Tapping Screws Steel Framing Connector L� 2 HRS6 HRS8; HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24. FHA3Q MSTI26, MSTt36, Straps 97 mill (12 go) 5 LSSC4.25, LSSC6.25, SSC2 25, SSC4.25, SSC6. 25. MSSC2.25, MSSC4.25. MSSC6 25, Steel Stud Connectors Sea # Product Model- Number or Name Product Description MSTI48, MSTI60, MSTI72, SIMST27, SIMST37, VMST48 MSSC4.25KW, MSS06.2514W 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, 4TS28. HTS30, HTMOC Heavy Twist Straps FLi01 M93-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S RCKW5.5S Rigel Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTAI5, MSTA18, MS7A21, MSTA24 Straps 43 mil (16 go) 7 SC843.5, SC645.5, SC647 5, SCB49 5, SC8411.5, MSC645-5, MSCB47 5 Bypass Framing Slide-C1ip Connector �/ U) 3 GH46-6, GH46-8, GH486. GH48-8, GH410-6, GH410-8, GH66-6, GH66-8. GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21; LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea fl Product Model, Num baror Name Product Description 8 SCS32-5/97, SCS62-5/97, SCS625111B. SCS82-51118 Bypass Framing Connector 8, GH61 O 6, GH610-8 6 LSUBH3.25; SUBH325, MSUBH3 ?5 Bridging Connector 1 AS 18, AS 1 BS5; AS 1856 18 ga Truss Pates 9 SCW3 25, SCW5.5 Head -of -Wall Slide -Clip Connector ICU 4 31-135A, GL858, GL65C, GLB51), GL87A GLB7B, GLB7C GLB7D Glulam 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, GBLT812, GLST516, GBLT616, GLST520, GBLTS20 Glulam Bearing Plate 8 1 LTS16, LTS16, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS133,518 Bypass Framing Slide -Clip Strut Connector e•••••• W 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MISTA3e. ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLS[178B1414 #14-14 Strong -Drive XLSH Shouldered Self -Dulling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST8236 Straps 68 mJ (149a) Screws M w 8 UFP10-SDS3 Universal Foundation Plats 11 MTS12, MTS16, MTS18, MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, X01 B1016-4K, XQ1S1214. XQIR1214-3 5K, XQ78S1224, X478B1224-3K, 1110-16 012-14 and #12-24 Strong- Drive X Metal Self -Drilling, W 9 URFP Universal Retrofit Foundation Plate 12 SrB1.56, S1131,81, 5162.06, SlB2.37, SI132.56, SIB2.56, S/B3.12, S163.56, S1B3.62, S1B4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224, X0114B1224-2 5K; XQ112S1224, XQI12B1224-2K, X34BI016-5K, Tapping Screws SB4,12, SI64.28, 5164.75, SI65.50 X1 S1 D18, Xt B1016.4K X1 S1214. X1 B1214-3 5 K Q 13 S/BA2.1218, S/BA2.12/10, SIBA2.12/12; SBA2.12/14, S/BA4.18/8, S/BA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or, Name Product Description Z S/BA4.18112, S/BA4.18/14 1 ET HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas-actuatedfastenersand assemblies Z 15 S/HDBS, S H08B, SIHDIOS, SfHD10B, SIHDI5S, SIHDISB Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT. PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded suds, and assemblies Q 16 S/HDU4, S/HDU5 SIHDU9, SIHOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SJCT,SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor forrxmcrete SHEET NO. PA 1,2 I 1 I I I Ile /I 1 L1 ECO INr✓. TILLIT TESTING A ENGINEERING COMPANY WATTRR A. T7 -- LILT, ni.: P.E. fl C A L.icnnPNNI, NO0r19 PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC. 4800 S.W. 61 Street Davie, Florida33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, 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 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. PRODUCT EVALUATION DOCUMENT (P.E.D.), Drawing No. 20-176, tltlad "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 07/2812020. This drawing is an integral part 4#� 1s Evaluation Report, ``,s'knA)A rt F�/T`�� .`` ��E.......,11/ I ,° -- Na.44iti7 s I : mil* * 71r 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PRODUCT EVALUAIEON REPORT A10. 20.0728.01 2 2.2. TIES REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 0411811998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM 197 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.-3TRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE; Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 1 WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 25 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. INSTALLATION 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. '1pLlillllillif r7i1j'A(, :' ''Q ':•Si.11 cE 'Qii # % / STATE OF ,f4 �cRL .e',- .NG . ',,,Y/0NA1L., ' GENERAL NOM: B 3) N USE THAT PRECAST STDW, CA PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE 11111!- ME on EXISTING WALL. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I STORM PANEL SHOW ON TANS PRODUCT EVALUATION DOCUMENT (RED) H,L. BEEN VERIFED FOR COMPLIANCE ,N ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 62) . M ACCORDANCE W,THE 2020 (TIN EDITION) OF THE FLORIDA SURDING CODE (C) TQ .f rcnNr1W_ LNT.L.SELM a.AAD: ' _ OSSMiy`Lj DESIGN MIND LOADS SHALL BE OETERMIMEO AS PER SECTION 1620 0E THE ABCNE MENTIONED CODE. - 1/4.0 TAPCON ANCHORS. AS MANUFACTURED BY ITW BUILDEI. INC FOR A WAND SPEED AS REOURED BY THE JURISDICTION WHERE THESE SHUTTERS WAI BE INSTALLED ANO - 014-10 PAYELMATE FEMALE 0) ANO ANO PANMATE PLUS ANCHORS ED . AS MANUFACTURBr EI.CG CONSTRUCTION PRODUCTS FOR A DRRECTONNIn FACTOR Kd-0.85 USING ASCE 7-16 µ0 SHALL NOT EXCEED THE MAOMIAI (As D ) - 114'0 LAG SCREWS PER N D.S. DESNiN PRESSURE RATINGS OVOXAJED ON SHEETS 7 TLRIU 12. IA, 15, 15, T9 A 20. 7/16'0. 5/8' WUOD BUSHING. AS QWRIBVTED BY AU POINT SC..EW'. BOLT A SPECIAL'", CO N ORDER TO VERIFY INCCONDITION. ULTIMATE WIND MIN P 7- ROE KRI E ABOVE C ND ION. UL E D LOADS DETER ED ER ASCE 16 C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2' AMC 2' FOR ELCO PAlELMATE PLUS S By THEM IVY 0 6 T ORDER iU AND PANELUALF FEMALE O SHALL 9E HEST REDUCED TO A.$.D DESIGN WHO LOADS By INDICATED COMPARE THESE W/ MAX (LSD) DESIGN PRESSURE 4ATMIGS INpGTEC ON STEELS T TNRV 17, 14, 15, 16, 19 A 70 C .) MINIMUM PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UN(I SHALL BE - t/2- NO THREADED TMREADED IN CFNER TO VERIFY THAT ANCHORS ON TARS PED AS TESTED WERE NOT OVER STRESSED. A 13% ,NCREA IE Al ALLOWABLE STRESS FOR WAND LOADS WAS NDL USED M THEIR ANALYSIS FASTENERS SPACING IO W000 HAS BEEN DETERMINED M PENETRAION ONTO STUCCO SMAL- BE CONSIDERED AS PART OF THE REWIRED FIRMED PENETRATON ACCORDANCE MOT ND.S. 2018. C 3) MINIMUM EDGE DISTANCE Of LAG SCREWS. INTO W'OOO SMALL BE. AS INDICATED N T105 DRAWING STORM PANEL'S AOEOLAALY FOP. IMPACT AND MIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION t526 OF C4) AIIMMIRA PENETRATION Cif WD00 BUSHING SHALL BE 5 MINIMUM 8' I 4' .-20 SCREWS USED SNALU BE 1 t/2' LONG THE ABOVE MENIONED CODE AS PER HURRICANE ENGINEERING A TESTING ANC REPORTS 96-589, 96-570 A SS-T30 AND/ / TENT STRATRM TESTING LAB INC. REPORTS r2032 A /1126 . AS PROTOCOLS TAS -201. TAS-202 AND TAS-203 SHOULD STUCCO EXIST AND ,' MINIMUM FOR MINIS MM NO STUCCO AS WAT UOr LEST B SUVSOUTHc1.ORRMI REPOIRT 10219.01-09, AS PER TAS 241, TAS 207 AMID DW ONM CASE AT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE rrAND ON THE EIIISINX; TAS 2030., STANDARDS. WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHOVE) SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS 10 BE 6063-T6 ALLOY AND FEWER. (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANC14MAGE SMALL BE AS MENTIONED N C I) C.2) A C 4) T Al ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY (o) ANCHORS SMALL BE INSTALLED FOLLOWING ALL Or THE RECOMMFHDATONS AI SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER A ALL STEEL SHEET METAL PANELS SHALL HAVE S'RUCTVRAL QUALITY STEEL ASTM A-853 GRADE SO MINIMUM. G-60 8 PANELS MAY ALSO BE INSTALLED HORIZONTAL' FOLLOWING WSTNyAT,ON GOALS SOWN W SEC1'ON 3 THRGI IC SMEErs A CALVANIZED STEEL DESIGNATION III 58.5 RAC (AFTER ROLLED) L THROUGH 6) EXCEPT THAT HEADERS (Z O11 0) SAIL NOT BE USED 9 SCREWS T STAINLESS 4 R 31 N SEAS R S MITT C `N -R ALL SCE TO 5S STEEL JD G 6 E E_ OR CORROSION RE 5T COATED CARBON STEEL A5 Pc O H'E/OT ' OF THE WHERE SHUTTER T THIN. SOUNDNESS LITTER _ OBE 9 n TY t 1 SHALL SE THE RESPONSIBLE) OF THE C:THIS ION 50010 N SO u, YIELD STR NGM AMID 90 A TENSILE STRENGTH , COMPLY W i BUILDING / E 9 TE lE STRENG k S HNi COM I.OAITA B tDKNG CODE BE A S TT CREME. BLOCK M SECTOR N+' 3.3 • ACER C ORAGE K 5 �W'TE S Al ONE DE ATTACHED O CONCRETE. BLOC OR W000 FRAME IAH NED TO INSURE PROP ANCHORAGE THIS H' R H Y T A K (AIXOV+GS a BOLTS TO BE ASIA A-SQ7 GALVANIZED STEEL. OR NSI 504 SERIES SIAINLLSS STEEL WITH 16 ", MINIMUM TTELII STRENGTH 10. EADH REGULAR STORM PANEL MDT LENGTHS OVER 6'-8 THROUGH 12-4'. AS PER SECTIONS 6. 8. 9 a TO AND ALTERNATIVES 8W, ANCHORS TO WALL SHALL BE A5 FOLLOWS 9W A IOW ON SHEETS 5. 6 a 12 RESPECTNELY. SHALL HAVE A LEGIBLE AND READILY IASTBU MARKING MSTRLCTING OWNER OR TENANT TO SECURE PANELS MM APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING (A) g. DJ5rM.rQ0LD&QA1GRM 11 THE INSTITUTION CDNTRACTON IS TO SEAL,'CAULK AL SHUTTER COMPONENT EDGES WHICH REMAIN IN COHTINUCUAS ?:WTACI WITH I,'4•. TAPCON ANCHORS AS MATIUI.CT'JRED BT ITW SULDEX. INC (Mm ,'c-1192 P„) THE BUILDING TO PREVENT MND/RAN INTRUSION - H/4. 1 . 7/B' CALK-N ANCHORS, AS MMVFACTVRED BY DEWALT HNC (MIN r'F-3000 pA,.) - 1/,. , 7/4- SOUO-SR µUHORS. AS DISTRIBUTED BY ALL PUNT SCREW, 60LT M SPECIALTY CO 12 STORM PANEL INSTALLATION SHML COMPLY RITY4 SPECS MOG4TED N FIS DRAWING PLUS ANT BVILDING ANU :ON,NC REGULATIONS (MAn I._3000 pA �.) PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPLIED TO - /14-10 PµEIIATC FENNi O a PANEL HATE PLVS A7KHOR$, AS MANUFACTURED, 0'F E1C0 EDFISLkVCT,IM PRODUCTS_ I (a) THIS PRODUCT EVALUAnDN DOCUMENT (P E D.) PREPARED BY ITNS ENGINEER IS GENERIC AND DOES NOT PROVIDE Wr0VOAIRTCN (MIN f'E-3350 TO A...) FOR A STE SPECIFIC PROJECT. - WHERE THE SITE CONDITIONS DEVIATE FROM THE PE:1 - 1/4•. Cr TAP -GRIP ANCHORS. AS MANUFACTURED BY -RU-FAST CORPORATION (''c-3600 P.,I ) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE µ0 INSTNyATICN INCLUDING !IFE SAFETY OF THIS PRODUCT A I) MINIMUM EMBEDMENT OF LAFCOM ANCHORS INTO POURED CONCtFTE SMALL BE ' 3/4•. 2" FOR PMEl W7E FEMALE BATED ON MIS PE. D. PROVDED HE/SHE ODES NOT DEVIATE FROM ME CONDITIONS DUAL EP ON THIS DOCUMENT IN HD AND PEMBEDME PLUS µD 1 I/4' FOR TM -GRIP ANCHORS CONSTRUCTION SAFETY AT S PF IS THE CONTRACTORS S RESPoNS'Ba TTY A2) CNX-M a SOW -SET ANC14ORS SHALL A EMBEDDED 7/8' ONTO THE POURED CONCRETE NO EMBEDMENT INTO (C) FMtS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAJD IF A1OD,nED STUCCO SMALL BE PERMITTED 1/4' 0-20 SCAM USED SMALL BE 1 1/2- LUNG MINIMUM SHOULD 57UCCO EXIST, AO I' MINIMUM FOR WALLS WITH NO STIJCL'U. AMID MAT RAT BE HEADED SCREWS OR AL1 THREADED SCREWS W/O HERO. (dJ SITE SPEOVIC PROJECTS SBE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHrCCT WHUCH W'41 BECOME THE BUT WITH WING NLRS ENGINEER Or RECORD (E OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF IMF FIX ENGINEER OF RECORD. ACTING AS A DELEGATED ENGNEER TO TIE AN.' A 3! IN CASE TFORECAST STONE. PREiAAN SI CONCRETE PANELS. PAVERS. STUCCO OR WOW BOARDS BE FOUNDN 11C1 'E.D ENGINEER, SHWl SVBMT TO THUS LATTER 14E SITE SPECIFIC DRAWN:S FOR P%HEW DUSTING WALL OR FLOOR. ANCHORS SHALL 8E LONG ENOUGH TO PEACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SAL! BE AS MFJJ 1GNED IN A 1) AND OW A.2) (0) THIS P E.D. SHALL BEAR ME DATE AND ORIGRAL SEAL AM SIGNATURE OF IME PROFESSIONAL ENGINEER (K RECORD TI ' PREPARED IT (B) TO EKIStlK CONL'RFT1,&QQ(_W&L_A.ji;Z2Q 14 SM(fTTER MANUFAC7L•RER'S LABEL SHALL BE LCCArED ON A READII NSIBLE LOCATKNR STORM • - ,/.. TAPCON ANCHORS AS MANUFACTURED ID I T W INC BUILOEX, ' PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.3 OF FIG BUILDING CODE OLABEL ONE - ,/4' • 17/9' (AU( -IN ANCHORS, AS MANUFACTURED W DEWALT INC. (CON iF-I500 PA I SMALL BE PLACED FOR EVERY OPENING. TO 17099.2 THE IABEUNC. COMPLT M1H SECTION OF - 1/4'. , 3/4' S000L SET µCHORS. AS DISTRIBUTED BY ALI FONt SCREW. Eck? 8 SPECIALTY 00 FLORIDA BUILDING CODE (MN H'F.1SOO 0.I) THIS DRAWING SHALL ONLY BE USED To - /14 •0 PANELMAFE FEMME HD µo CANELMATE PLUS ANCHORS. AS MANUFACTURED BY LLCO COMSIRUC?,ON oHTAN PERMITS M THE STATE OF FLORIDA 1/ N� PRODUCTS (ITN GRIP-2ANCNIORS1 AS MANUFAC LURED BY TRH/ -FAST CORPORATION - 1/.' 4 CF TM- 'N'/1/11. A j(,A"i. sAP�tER ••••• % B TI MINIMUM EMBEDMENT O III ANCHORS. ELCO PANELAATES MD Cf TAP -GRIP ANCHOR. INTO IHF C FLORIDA BUILDING CODE (HI h Velocity NMrricane Zone BLOCK JNr SMALL BE 1 1/.' _ Tl a3QID m7ca .K " • • 20 GAGE GALVANIZED STEEL STORM PANEL PILAW v N0. 4 167 z 8.2) CALK -IN a SOLID -SET ANCHORS SHAL BE EMBEDDED 7/6• INTO THE CONCRETE BLOCK LINr NO EMBL'RILAfT L INTO STUCCO SIMLL BE PSWMIFTLD '/A' I-20 SCREWS USED SHALL BE 1 112_ LONG MWNUM SIOUts UCCO '71�i'+---s"•-- � \'T GLOBAL PROTECTION PRODUCTS, LLC, "/MVP` aW: EXIST, AND ,' MINIMUM FOR WALLS WITH NO STUCCO- %. o* STA -- IL ECOINc I y9 .• OF - map 5 W e'. Brea+ " L: TES INGKa ENR.IQRM9 FAMPAMY ],ME. Fi 1Lf I. F(OR _ ya'r' • OP ,W wn.n nrolW taHMs-nn A. taxiaw-aTr. 20-176 .,.,. y FS •..... IN..: inn,. _ H- IT«T m-HMI « 0R,Mnc _ ,i;,, IT, E ,N a/wn KNI � °nN°n1:.. Tt WHm ' IY :e INTO EXISTING CONCRETE ANCHORS INSTALLATION POURED DETAILS FOR REGULAR PANELS(I CONCRETE OR CONCRETE A IA BLOCK STRUCTURES oo.airE AN13OR6 (YE SOrm1AE ON SMELTS 9 ,H oucH 9) (SEE um.1 ON - •� CONCRETE ANCHORS (SEE SCNEOUE ON--' SHEETS a N«aMOM 9) n CO - CG,UI[TE ANOIOIIS (ALL T R.E -(� TIAOMpH EXISTING POURED CONCREE ,EWIRFD, - 4' 9Ha1S a THOWwo EXISTING POURED -I CONCWER R£EIVRRD "1. ( SNiErS a G 8 9) rn,n ( '7N- uAMR T/O' I AIM- I/J- I'MIn.- , rH /,W.R... ,:. ..4D( nH- 4•ai R0.R 7w, OGLED E.DI I ^ )-, I I I , IL a E.p, n ' ED aCONCRETEI �7' l I 3 (� y� EXISTING POURED I CONCRETE TgDIMEO 1`` o.A 1 �NREDUCED 'Y' R . `N�(I1 1 I � 1sM PZ� 6 1,y 1 I ,Y--e,.O��j eI MI e$ I ,aY,,yyGGIPII H " 1 RA, 4iI ^ [" v I art,PImILL 6 NOR H°Mw a�'pufiloR -i To Ha'Na 1 I i � !•J 1 I I f E30ff SIID e e6 I I'M IS ,R' nc I 1 71/TQCa1 I w 1 ) i nAl T - I , 1 u xHmut -1 aH WEL,. 1 e a /� �"--tv ALP,. xwA, 1 � `I .P 1 -' I aele'9J i ,m I. H I A a.�. 1 Ivl 6i p Rua I I I .AIM+ I t A E({ U nAm 1 N 1 , I f 1 1; .AiL avnw__l 1 BIAS I 9 t7m+,H9- I I a,m ; 1. .}. I I +y1 , ; I ; I i 1' O - I i 1C�% i I 1 F 1 E Fg 1 y I f�q' I I 1 I 1 1 E EX6DNG POURED E D. • I F. 1 1 I 1 1 I yro, yy. TIAq FN • DaM SM • '.1 Hi I �, 1 l:: L I I I I I I r,VR1Mrt'M.. [ l I E ! 1L ,/J' ac C( r... I _.� EValr 9RIp•W 3 �}�-4,3�- CONCRETE OR I eAG FAR a �' I 1 '� QC `• E D 1 EIISRNO POURED_ E%,STRG POURED [ D I F I/7. Oc ' CONCRETE OR i r f CONCRETE BLOCK EVWW STUD e RFF71ARED I I 1 1 CONCRETE OR ED BLOCK - - CONCRETE BLOCK -- , A IF NA' nc F' RECEOLA • REQUIRED _ (E 1. - . .; , Ef,�4� , E: v2• ;" 030. ( I EXEinNG POURED' T y .-1• Yin. ._ WY - I I - ORS CONCRETE CONCRETE -3/A' ^[.D. � DA DN aaanroNl taNR%EI[� AI1�gR5 / .m uREOu1RED. V// /a•TI.�9¢}ftC /J�vO.f�ST6aw7ipVOMCR MR M Ftd,/T" _. 4 C.Hd O IIE W/ ORED WL M (SEE s ®Hit aN �I���M141N14- Lira e N oc CON ETE AN D�.1 SMs e E On ( ON SHEETS a ,Nn7UGH 9) SHEETS 8 THROUGH 9) ,- - Sworn a necRa, 9) SHEETS a ITIOR OM 9) SCALE 3/8-1- ABiYF'� SCALE 3/e-1- BUILD SCALE SA -I' N3 ALTERNATE aiiYJllm aLLiaLiFDtliXil SCALE 3/8-1- ..I _. I __ ' I s E.D. « EDGE DISTANCE aN I - 0 (SEE SCHEDULE IxN 99vaIAKM.m. sa 1 SHEETS 6 t B) 'o I i I 1 I s j NOTE f1)�EX)II�6NAFaN1 OF SEy^TIOLS: c.M I ,�S'D a •• MIIH4N 1AMEP A. O F,r TOP $BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY I 1 .....,.. .i/l /.••'• - INSTALLATION �Q`'� p G �\ 'D -3/A•_ t - - 7 s FLORIDA BUILDING CODE (Nigh V01"ity Hurricane e202. TILEM, INC. Zone REaJIRIED. - ' E D colmER ANCMHoas *;' * - = ZO GAGE GALVANIZED STEEL STORM PANEL, 11. WE SCHEDULE ON \ 9HQTS a THROUGH 9) ' *1 S,-o•..Q :: a, _`'- PFfl101 11i, GLOBAL PROTECTION PRODUCTS. Ul IL E C O 1Ne. IT�� BARE CEILING &= %xAs.����.�f�� .eoe SY. 51 s a¢, PNGE:("M)WWTao zo-t76 3/9-+' •ryALE xy�?!i_:' N'�IA'iwJR9-e»i ,w-WSI�`-,= =--A,« a :: Well m-,uISCALE 011A'R'a .0 SU4•�aNiIAIL/ntW G-0006". WML.EW A 'UP Pt - h . .4 7 EIATEON REPORT NO. 20•87;= 3 5. MATERIAL CHARACTERISTICS AND-ECIFICATiONS: 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 (FlI drawing No. 20-176. 7. LAMITATIONS AND CONDITIONS OF USE: 7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 the, 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tliteco, Inc. and signed and sealed by Walter A. TilR, Jr., P.E. T2. 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. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). 111L,µ%In"11RI)AAr4 ,.W-`\jCEN,,F T�'?' 14, - s ' 44167 _ -'r+ -- * 'Etc 7;"���'2k•a''-,54 . STATE OF .., WAPLL Dil TILTECO ADMON RECORDS i P. E. REPORT.20 ( GLOBAL PROTECTION PRCOUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEL\ DRVVCI AL MI?B X REPORT W 2Dd728.01 1 L ECO Iwc_ iEWi&- J-Il Ti34i":11:144-110[,X-iISI7:L'11 WALTERA. TILI.IT, TR, P.E. tilte.co@aol.com PRODUCT EVALUATION REPORT M.Pr I.K.NMRN4 44167 tLI:.A. U-se N0. 5O06719 REPORT NO•: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 48DO S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2Q20 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Cade. This Product Evaluation Report shall be subject to review and revision In case of a Bulding Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1 PRODUCT EVALUATION DOCUMENT (EsE DI}; 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 0712712020. This drawing is an inte���aJ1111�1��AjJ�T�ls Evaluation Report. ,,,',� E ........, 41, !- ,* r x•;y\CENs,•`... .00��,s-.'`(0Ri0,.-.0, r 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-i"Q1 1tA(3� ii -1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-I-) - _ . 15. 196- (TOTAL WIDTH) - -- - - -. - - _ 15.196• (TOTAL WIDTH) - - - -- _ _. 12.500• (EFFECTIVE WDTH) _. _. - ' - .- 6 1/.' .- _ - - -. _ 6.250'- - --__ -- - - - --1 3,50' --1.370'- - 1.350' - `.500' S. SW' - . . I r'A > I --.t 350'- O.Ob' IAA TACK--1.]50 -, �,I�, _ _ _ _ - _ _ _ GALVANIZED STEEL j\ /, 2657• 00]6• WN 7Wf9t HE;El :- .- 7, {�`S,�I GPAOE 90 N[IAy[p (17J-V / I ' - '/ "-7 7,057• G-60 GAY. - W.vAN2FD STEEL EDGE 1 EDGE . �,T 'i. ' ��AA,n, {/JJ/��Jsr 2000' •. ASTHI A-dw 2.000• .2 T1'p. T • -T YETI / ` ' HFAIMED DETAE IKtAE A_ GARDE SO McA1VM - `, i � EDGE G-60 GNV EDGE ` 1 ` �_ 48.8 L.OLFAM1A 16.6' A._- L _I�TIMI _ . .------ - - - -_ _ (D STORM PANEL (g END STORM PANEL 2.167' -- W _ .. __..- � N 950I - 2.187• AMAKLS OIO LIP 11 ' f -- � ,OD. ,e a 1 125' _ .7�, _ 1/4-0-20. 1/4-0-20. .�2s• 1 L_71�s W/ WAGOD EDGE Y1 , 1 . R ,.250• 1 - - 4.125• m- saws SILO RHEIFD SAS. � 7Ep - .750'-. � �. , F , _J 10 ANGLE • 10 AIIGLE ioo'T [�:�.e70- 093' 1.500' 1 I.SOC' i/ ` -.� ).375• I.093" .093' 2.125. 7000. 1 �' i� -1 .I SU 9 • 9 " - L_ 39 39 !ar'" 09] % t OE[AEJ 0.250' ' - 1 5' 1 - 2 7 4. 1 '1 1 t Aa 7• ! 25 u 1111" 3s r r r sx• .- 1 r %'. �- ]±9� � 1 1 �� G] I J,� 1 I ` - 5• M. - - .1,500• - ,.5o0"---'I it ISOMETRIC YIEW DETAIL A / . _2 Goo-�6 _3'< •-- 2.000' ROUNDED CORNER O ENDS OF PANEL'S END UP W/ HEMMED EDGE. O WhW HEADER O UM HEADER 0 ANGLE WITH STUD ANGLE WITH (AT s) � REVERSE STUD T Oibm CET. SEE , i.380' DF PTNEL EOC[ 166 � � OB6' _- .OBO' -750' - I - I 1 _,68� � I , , t?5• 1/4Y-20, 304 SERFS I C -- I I 1 E I -- 1-407'1.063' 625' 375" 4w • /.270 65V y 6.D• I 'S4 mo 2 1/2' TD -8,--,\) 1- .HOLE H? //?• oD �� (��J j► ! r-yr i 1i! _I.-'� _ Ste•1167,' 1t06]' / , N]' R.062• 1.671• Se 1.500' E--5/lah IOU FOR I � .003'*h.,015, ' 750� PIAEL'ON AO,ft 71 )I ) ( 1 ' -ai. t S' I - - (BO' 1 - 7.000' O KEY HOLE WASHER �'� ers:6 -- zooD• -- - -;� ) - 00' © T'FW TRACK ANGLE (6gl ejJBP `FM TRACK ® FLAT PLATED �_� _ 0.036- (AT) _I - .091• ,1110041144141% WITH STUD GALVANIZED STEEL � " .]41Y W. ,s aro - N I / �A�E A; !!(u J I --� 063• :-'o ''• CENS •.'P I 1-1 (\ V F .375-. 1 36'..8750 i ! 1 - 44167 t� : No. —i s7s ��, z '. _ 1 _ I 1 --- "T� -_ Tit ; * : * Ir FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone �RuAc -2 , a12 _ - PLATED .NCLNUT � OF PANEL STATE OF : W� a9mo n,ao. ,c 20 GAGE GALVANIZED STEEL STORM PANEL rF ro' 125- _ le7s• © 'Y'• KEY HOLE "9,O,N:'A. 0140 - . yi►N' °w" r - -zooD' - AT PANEL 'IFS %Or - 7---' GLOBAL PROTECTION PRODUCTS. LLC. 6f/'�16E6 �uM4=i` w tA_ CARE Mc O AI -G. EN 4a00 SW, e, STREET I. ® 2WT(7"Xt /4W M .n xNnMM4 TIIMC DIT W/L ,.r l A. TILLIT 1[SFR. A IXIWAAY onY, IL 1. ( NIFAIITHOO: , "SHORT / ., ,«.: e. s 1I�.M .,TPA.. n n,« ,wQ,c ltpe)w-Tw, ray (9a.)tw..67.7 20-176 ALUMINUM AN IAONOL/MO WWAN[W w/ ADDITIONAL ® /' Y "y`�'�� I-.- O«1 m-AIM : tIRW WI_,nI . • 7/a'w/32' sA9+En (SLWlE55 -« M �- STM OR NICKEL RATED STET). PE LL/S,a4AnAE/O.R G-p0ax 19 QRII2O W' ,.rlEll A TYL,T h. PC m 17-1.1 w WRF ] aF » 7 - INSTALLATION DETAILS FOR REGULAR PANELS C1) A dh END CLOSUES DETAILS FOR INSTALLATION IN POIRED CONCRETE INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Ct>HC>�iE BIDCK YVDOD 0 PAELYMC FEMALE m. /•r» �4 s) VIAND FOR REtUAR. LIFE SAFETY AND E-2 WING STORM PANEL SVSiEM lI .HMS oR CIP-a caTMrnETt ANGHORs e01RIZ '' li?`Q2. ■ HE 0 SEE %MOUE ON SHEET, e ! 9) � SHEETS HEMU GN°M 6) 'W` _1. +••--'' - I'. ARM.. - , i� ' "(-' N -'AroL 1 1 ' J4'. Mo... ,NMI iIA= I ,aEy,�If E D G- j 7 I 'CF- i ICONCRETE - l?� i 11-0 E.D. i 1 - / r �,- .1 L-1 -% - 1 I ,rIJO_ I I 1 Y,,,. I 6NIK0 �' 1 EXISTING POURED I 1 L- o M'/r PR WaI 1 '� CONCRETE OR I 1 /•-. Di 1 - - �-? I I. 10 I 6 CONCRETE BLOCK I I (� A Il J, �;._ I REOUeaEO. I J 1tj .!,_4 - - •r - - ' I CASE A (PLAN) OO -'A' : n• � 9i ; . : - I 1 H STILE 3/16-1' AVMa«N loll.....Pi W ; It eS X i i 8 CASE B (PLAN) 1 F,R.V A- WI4•.-70,• I - Mn :ORR% ,�„NI 1 !y11 I ,7, _E I/T'SCALE ]/16-1•LOroNp � oA� fHnHXAta " ' ,' Y'a i lr. i i vim. � J�.•. '- L,wa1U-.. momli� :• I I 1SS CIA! 1 , I y I--FWN rowATKW 1 .. M:«.�'If •IN m rr...aAt ... 6 ; / . 1 , 10 aAII , (;, IMIO oM'�I;-� Q 1. I.M.,-ARIL°,I I I 1 s: r: 1 pp r,: - A/6.,3� yy ///, j.^\ ' I 1 I �iuY ..;. eMF N1IT •' - i K��F - 1 3 !M II .� /7 02 I � -®/- I 1/. eAOPF E D 1 ` 1 W IVY - J' �M' .-e FWY DUSTING POIatQ iAP.n G6,C0cin -Dell i ED i c!cr c (PLAN) .QUArD • EXISTINGPOOR - I SCAIF 3/16-,' CASE D (PLAN) 1 SCALE 3/16-1• I COACRETE BLOCK ,y/ T" 1 S. ., I M'i• I °1� �a RECURRED , I/2• - _.11a., A. ~ ,Marx ' ,, ELMAITTE ., - - - - ( - •,,/.. - MONT NUI W 6• R� I q,.P OR RUIMa.«- mH�vai[ �0 ` A, - a �.Pa feM.J Mp • r M Ne6. I awr FQI EMALE Alq -1• NIn- PLUS CM OF TM -MP CONCRETE ACNORS 1 L . _ • Y .. - NIn® • .=0 - .. ...,•. ,v.. _- Dirt S '. !SII SMDLRE3 ON (SEE 'SCYEOAL CN feRBUILD SHEETS a TH60VGH a) OH Mallow 8 ! 9)US �• IRK ,� SCALE 3/6-1' _ O , R1' PALE ]/e-t' -HrIE ,aPE H7WM.A e[rw:- AL \J MOH,b IiOTlO ®,r.�«,PAN �__� �yli- tM M ( NW "N` Pn _ "U - DPGEE.E OF,F D STlro a NEW ,• WIDE . VARIES N t/e' E.D. - EDGE DISTANCE 1 a O THICK ALUM TUBE DR 1' . I SCHEDULE Df1 i` - CASE F (PLAN) ill(SEE _ EXISTING STUCCO/ PT WOW PLATE SPACER I .I SHEETS 8 dt 9) SCALE 3/1e.,• � I tvl / It.PARES . ,/e• NOTE FOR L01AlBVM1TION OF SECTIOTNS' NUM. TUBE OR ,' VARIES 1 I; PIT WOOD PLATE SPACER CONCRETEACK I TOP k BOTTOM MOUNnN05 CAN BE ANCHORS ' ,. I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) SCHEDULE W • . rsa 5cH1[nLRt oN :.. I INSTALLATION SCALE 3/16-1• O 'RACK S,REFS E H tl , CoM , A. + 1 + ? E� ly1EA EXIs*eG PDuaED y w,. WMT� „ a r �`;' Er , ' - y'4 FLORIDA BUILDING CODE (HI h Veloc HIM Icons Zone _ oallo¢R MTCHOIW _- - . (FO: aO�tAE I , /2' Kn CONCRETE BLOCK"' ro e[ N n •. ON MI 6 a 6) Sit MRA RIOU9ED. MIaLy lo�wr� p ; 20 GAGE GALVANIZED STEEL STORM PANEL DR,.I m No 44167 � /,W/e-o xL SECTION x-X s * * - - C_ GLOBAL PROTECTION PRODUCTS. 11C. ' SCALE 3/8-,' - "- S ATE or. - pA,< ' I L E C O INC. DETAIL FDR SPACERS REOUIRED AT TOP OR ' a9'•, mob L . 51 srlur _ �S,�. R10P,. mac-" - BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS 0;• y�?j` -,° - . (P,4�;ea, n6A)Nn6n, 20-176 s .:', IMP rr GWI m-1- CRN.WG N. %4 S / M u-Orono AL b' TmE,/pAR 111,. IM., Yax1pN A llMJr N11T •MELT 5 a » PRODUCT 9'VAI,CATION REI!DRT NO. 20-0727.02 2 ST REPORTS: Large missile Impact load tests were performed under SSTD 12.N standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 r AS TM STAR E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Il Moroz, POE. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, 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 by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKII318, dated December 1, 2010 signed and sealed by Jerry Jeciofano, P.E. as per ASTM E-8. 2A STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3 MISSILE IMPACT RESISTANCE: Large missile Impact under section leO9A 1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shell be as indicated on sheets 3, 9, 10, 11. 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. LL -\CENSF �9%s --- = ra. aaa 67 J,,,, �►j * * -�ro9'.• STATE OF •��` of FORM �F,.... iq eC I,I.....,.,.• iy a.` 'A�iiysloO ..LEFT wa`� PROD[J('.T EV L ATI0XRLTMTNO 20-0727.02 3 5.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 18 of I8, of Product Evaluation Document (P.E.D.), drawing No. 20-176. QT MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly 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- LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. T111I, 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. TAllt, Jr., P,E. (Florida License No. 44167), President of TlReco. Inc. (Florida CA-0006719). s`* ."" \CENSF(��4 '- -7: - wanu S7�TF (7F Da TILTECO ADMON RECORDS \ P, E. RE PORT.20 E GLH2'MAL PQOI-f. te)N P6LOr)DCT8, LL00 GALVANIZED STEELSTORM PANEL L DRWGR20-1751 REPORT#20.0727.I� ,KA�.• ORtO \1� "I11111, 6NAL E� a111 1/4, 2/4, 3/4, 4/4, 5/5. 7/5. 1W/10, 2W//0, 31VI 4W/10, 6/5 5W/10. 6W/11 k 7TAI 3" MAX_ _ ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 6 k 9 ]• MAX_ - 1' NM - _ _ FOR WOOD SEE SECTIONS ON SHEETS 10 d, 11 - T t' MR. O d D.Ii(Q.0.®+® f - Y 11 r--1--T-i--'T �- ----- ---------'--I---r �- T--T------T-" 1! 1 I I � 1 , ! 1 6 x I r - I-1- _ ,- ,i I i - - -1- E �- -I - ) Ea 1 i 1- i - T- T - - - I' I I T i I _I I - I _-1 + 1 1 I I . [-�l , - N 1 'BOLTED PANELS W/ I/H-70,1• !UNBOLTED PANELS . (SEE SECTIONS AS I I ! 5.5. N.S. BDLT W/ 7/6' . 3/32' r I li i MNGNUTS O EA OVERLAP _ i I APPLICABLE) I , I ! I 1 ! (SEE SECTIONS AS APPLICABLE) I _ ; I 1 _ I I._1 jj. _ T1 11 I I � T I ! t I 1 I ir I ED T� 1': I I I 1 I D.M.,®.®.IIl.+ li I ! -' # ; i 1 . ' - I 1 ' •� ®• ( I i 10 1 l a l O L a I ! 1 4+6 4+ 6or 1/42/4. 3/4. 4/4, 5/5. 7/53. - xw _ , - - S• . 5, 1W/10. 2W/10, 3VI 4W/10, 6/ sw/lo, 6w/11 a 7w/11 - _ _ _. - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS IS A 0_. FOR WOOD SEE SEC"" ON SHEETS 10 A 11 - REGULAR STORM PANELS Z) dE !� ELEVATION N.T.S. 267' 1/4' Mo, GAP f (MR. DARAP -1 WHOLE VALLEY) r-. . MAX GAP ,(�A•:�EPA;,, •(/j 6���;A �:' ""'' �''�'P FLORIDA BUILDING CODE (High VelocityHurNcons Zone .' 67 '. Am'0 20 GAGE GALVANIZED STEEL STORM PANEL o 101ca. WC, F e,: SECTIDN A -A *. •'* - nhArE Ar.S. -'�, GLOBAL PROTECTION PRODUCTS, LLC. ,MR:-�'• r ,,414 . Rem sI. 61 SDQ,O''•. •.: r6A tcs 6 6ocomm c: W"Y DMI FL =,. gy F .-i+ .. AA. r. ,r sea N�MP.We4w. o AH. AM OE (».XI6e-7e4a FAY. (9MNee-Hm7 20-176 'IT'>.�M___GFA " I.E.I.CF » INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS(jI CONCRETE OR CONCRETE dE t� BLOCK STRUCTURES ANCHORS : FOR CONCRETE SEE SCHEDULE ON SHEET / CONCRETE CONCRETE POURED CGCJETL TRIED _ .. _ MR WOOD SEE SECTIONS ON SHEET 12 - _ RURED OR BLOCK CONCRETE R __ _QuRED OR CONCRETE BLOCK BLOCK Y 40e 28T Y 11p, I REQUIRED, CONCRETE k%1> ORS I (SET SCHEDULE ON RFDUNFD �011CREfE ANL.HORS - REQUIRED =ONCR AI SCHEDULE _ IR, _ (L4AL OFRAP_ 1 'MOLE `ALLEY) 1. /, 10 am �W12 1 • i' - MA SHEET 0) (OCC SG1EDu,E - SHEET 9) OM (SEE LC;T VEIT 9) VA ID E 1 , ) �= IN -iL- 1 -lE ]GO I.1 . .1 1 1I - E ID- I E.b. SO i 1 �•'j� ! RAAt .: 1.:..: 2 4S can A/ 1 7n . sir f I BONG a L4p1' �{ M. a s1WN i I r` lmNeMbM W C i. ZZAo� j M". se10� ,o T. I I. HtA! I • . 1 i_ ' e - ' T ' i MI6 �' a r�+IA.AJR Z.-. ' I I FN N I t IA MT o 1 ) W g 114 : I �' 1 1,/A'. JW ' J Si BOLTS , I /W Ld,• 6 SS eG,S Y/ n "• I II/A'I-ZO 1' S5. 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LIONCIW�TE' RMEIQOUIRREEIDF SCALE 3/32'-1' IIZWRM REDIMO DIRECT AN 12tI1tI1Hs SCALE 3/8-1• SCALE 3/8-,- SHALL V 1 RuA ti01A T1iN_ �'JCEN ''•'P 1 ... S % FLORIDA BUILDING CODE Nigh VelocityNu cone Zone NotE FOR cO1�INATION of sEcrroNs: 8 : No 44167 `: 1 `QQR` A1f X '"` 20 GAGE GALVANIZED STEEL STORM PANEL COMMON n. E.D. - EDGE DR T,rE (SEE SCHEDUIf ON SHEET 9) TOP k BOTTOM MOUM'INGS CAN BE COMBINED IN ANY WAY TO SUIT ANYI�E = * : * k It _ - s TE OFOil/ _ -.5--.� --_ ' GLOBAL PROTECTION PRODUCTS. LLC. C O IMe. To TAATE INSTALLATION. yy F P'2P-Rr �jC% RID .coo E.Y. S.W Fur, TEe,Me` I4 PAVAN,OM•C 2 iV1ts, LW �IHM49 - s .Nma n .1. mac (93.),IW-7a.% TAR t9 )ON-n97 20-176 !•ySSI NA NrFAT ,W /.n n- °«' a o9e'. - p --1`H• r. N � DR*Rc R. till RNRR A 11 11 , P[ ell IH-W Tel .We a. n 0 //'1 ^A ) W �/= N _ (i) U (a) Q 0_O _0 O . c M-0CL -1-'- Ill a) a) U -0 U ja O C —0� � C O _ CO LL. _ O — .N C O � O Q . c 1I -0 12 .C: -4-0 co !� Q 0! 4 Z Z W J C/) -1^.,1 L.W _= _(1) =3 ICU CIO CL CDL (1) =3 M 0 U 'a)'^ v! W LIJ ME Q Z Z Q J CL SHEET NO. SH 1.0. (M 2 .hale ISR fIl>td14o IN 1 1 : 1\� WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS o .3sn Fa.f_ -ran P•3 Wm a • q —__. N _ aaaen woan Na oimAE w P (P•, ``\\ X/'/ 1 ,»++ Gan M`. ' , - 1 �• ' .iWaN A 1wF - - - . - . - �T - AA T- raN1/.•e-r rc.�.r-r _.T�-r 11/a'1 f I. I ("'nfoLw�o� I -_ prau.-fly I 1 INmr I 1' ). 1 J I I _ 1 rIA3,aN I 1 i I 1 j / 2• Yi d V ./ 1 nwu a0.n i - euoea r/ : Vr I 1 EDGE OF ir�rOL1Rr,� Nm C a) e/NY OPaw n. I i I 1 r APPL1C14RF -y W. , /: IMFFAF X, , 1/T AWN.. CO. - S ► +REED em : . 1 I j - , ELEVATIO >@6Tr. / I 1 Sr F- 1/4' . 1• HALO 1 4. 1 I 1 , 1 1 SAIL 1 A 1 I s,IIM F,Nn "/y -r Ned PAIL We asa a. wo TAT., , / ��--`, i rANu• • IT+r NTmt[ a R.a tPaO q CDtlw1 k OESNN PRQ2NC MAW \ 1 ra.R 1., r/r ILaY 1 allnl"1 'PIImU`.r w�Rra i j t I ao,ml wn1N6 S-en i3yw I • I I i I - l Lw. T W e,tma r/ 3 , _ —r— . 1n• I I jI ii b,a�s i t of 7 moR '0Mn dart° w to , I ' �' IDrQ1H 0.96i rRF M I V •SSG PAT.. -rl-0 1a1 -- 2 I 1 2 I 1 YJ'.1/aW-r i II tWMs-n F ,ry•- - - ry• t ' SHOT. Q Olaa x s & Y-7 (M TOP a rOwnaN) ® ® , 2•ELEVATION .; MWox VM na N4LAN wIm I SECTION Y-Y Lsx SPLIT STORY PANEL ELEVATION I II SCALE 1/4- ,- SCALE 1/4•-I' a irwq A7 SCALE 1/6'.1• w u a°`if aw �"� MUl 1 N1N ACNIFID El C I I\ C_-- I ll. GMKJET A,pIMA \\ /t w wrEnean wwam sell t� ,.,... • SPNIS aAL10 i0R tLIAS.D. O(SON PRLSSt1RE RATING PPaTO SS.O f , -7x 0 p a/ PARM�"iEL ro no�Y+u'sSYi"ELNcH caENED SECTION I SCALE 3/6-1• NOTE: MULLION CW NSO K, "STALLED R'/O STORM PANELS ON TOP OR a0TT0M 50 YMAt R IS LOCATED .1 TOP OR BOTTOM OF OPENING. (ONE PANEL OPENING W/ TUBE TOP A BOTTOM) MULLION REOURED Mtn. SPAN CRT • TUBE MULLON - > i-G' TO 5•-B' 2' . 4' a 1/r a 5'-8• TD I'-10' 2' . 5' . I/r. 2' . a' . 1!4• INSTALLATION DETAILS FOR REGULAR PANELS (j) & ,1J� INTO EXISTING WOOD STRUCTURES nz-n - , T. uR w•DW•ru. M/r Pm►n w+an W bmnM mm rrM4 �.I _ m10�71FFa--�ww�.R/ sHe .wH _ � 4' ! w ,/r. ,M rags • Y Pc • r ,/N•r ,Av 90aw � _ , ,n• ul..mP .N.oNnil., I r N.rm reMNn•NN - - - ,v�,n• Irl .o-n gmIPWE u sw n.Pmon. �'�rMeo fem .>«-m �o nNsm .age •rAFo,. - .. .-_ - - �, IrrIDF ,Il,r m f a K/Ra � ir i +II �rM•1. i • � ' I? 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FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN' o3010 NT�O' •a. fP PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL a NO. 4167 -s 20 CAGE GALVANIZED STEEL STORM PANEL _ tIRNRN n: NOTE FOR COMBINATION OF SE[TIDNS. q9; $T DF__ a -_ �— GLOBAL PROTECTION PRODUCTS, LLC. GATT I L E C O ... TOP a BOTTOM MOUNTINGS CAN BE `'y,O,c'•• FL RIOT', •?I'? .am s.r s, aTREtT T� ` A ~ ter• 20-176 Nd r r •wr.. •4sea n aGr war: (tsAHw-7s.s. TALE rys.teea-a,s> COMBINED IN ANY WAY TO SUIT ANY FSS�y�L,G,�'T.�_ INSTALLATION. 'h lyM1 A 4;ff SEAL/soMuaa/Ma ,WATptI�',>_ iE mm ,o a fl MAXIMUM A.S.D. DESIGN PRESSURE RATING s f.) AND MAXIMUM PANEL LENGTH "LAW SCHEDULE CORRESPONDING (VALID ONLY FOR &9 INSTAL AT101ffi AS PER SECTIONS 1 THRU 10, ON SHEETS 4. 5 ♦ 6) MAXIMUM A.S.D. • 90.TED W/ tnTl-2p,' SS YS k WINNUT 9 CKDW a NOUNGTH a NNRL DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS QI)i W INSTALLATIONS INTO EXISTING CONCRETE k CONCRETE BLOCK STRUCTURES (MAID oNLY FTRI PANEL$Q! @#wALLATI0N5 AS PER socroN5 I THRU 7, ON IIIETS 4 A 5) LNINININNIN..- PS�a' A T'�lJF/l :r 3. ' ��GENSF' • FLORIDA BUILDING CODE (HI h Velocity Nor cons Zone = ': _ , N0. 4167_ O3m0 AT[CO. IK. 20 GAGE GALVANIZED STEEL STORM PANEL. * * DROP, WI, 8 ST OF'=.= GLOBAL PROTECTION PRODUCTS, U.C. TIL�ECO °' Ba S.ox:, log- ���� / ENE. 4em $.W. 51 flnnT .It FSS` " 'c`► ti faw'"RI°.k. a : °INKY PL iv" �.�t r +r P.mca°Y nell n1-,am. aN0 nI-,u1 ca6F).�-�4y, FA[ (96.)IS.ay717 20-176 'NNN, ,HIM E SFAL/96wNR[/MR aYOma Na WALTO 1. Pi- N1 7 AHFR s O !d IWMJrYR�hSa.DA.a IW. LEMQM tsEaL ti ) m ATOM I coNOlraN �j a m �� or „sy •55A -T2A Y-5' OR LESS 2 1/4' JIIBOLlFO , /INU S a l 4AlS. -7xA >T _5• ro r-0• Yea. 13/•' IAYBOLIW , tHRu 5 • 7 _ +ss.o. -r).o >e'-e' To ii•-2' .Na 7 In' ' �'�� e ..3a. -Aso Ir-4• OR LESS I > In_ • eaoTEn�tI, E • a ,a NUKRRM AAo. 9ESKN PR[;$tAR PAiTNO (pA r) ,AeIIAYr Iwo,ols SPAOW MR Ea.. 3 ,/r - AP4A.rA"E ro i SCI;faNg / a LMIISLJY PANEL AMY (aIDWN1aN I LOOM O THE]I TAPCON CF TM-GWI1 FJAX-M PAI'ElllaC i01ILE a PMrE1MaE RIb ro w,OWTI[ � To wwaR,E o� To oD„rn[a ro wNwEII etw, Gulf ro DD.NOER I I twNaQRT[ r N/A N/A r/A 4• HF/A I• R!H b• M% e• a• np NA a• r e' r 9' r , (eon--- aq s' ,N/A N/A N/A a' N/A e• N/A r N/A 2 (1O1) e• N/A N/A e' I M/A 5 N/A S N/A x (epTTOyj I .Sa.S, -72D r N/A N/A X/A B' N/A e• 7 k . (,OP) 7'-5' OP Lf55 OR IBS e' S• N/A M(A 6' 6' e' r 6• 6' 3 (moo,) j 6• N/A N/A N/A e• N/A 6' NIA r N/A 7 �� -� e' s N/a N/A e• e• 6• e• r r 1 a 7 (emra.) I N/A M/A ,a 1/2• 6 1/4' 17 in• I 8 1/4' LTIOP/BOTTOM) SF[ 1NQ16 Ia t 11 FOR ANCHOMb TY'P[ a SPACING FOR •b'IKu1oN5 AMID IFOm ,RATE elleDeD. MaNeNw Moan SIACN05 AND NmaaRM E0o[ DISTANCE AR[ Nr,rAIED w T1a5 s0[DUL Tpe cD LESS TWIN Io1UOw w 90RDUE AEOICE ANalall 9MCRa er MU7IPLYNO NACNG 4arN ON SCHEDUIL n THE TOL3OINC iACTORS, FOW 116 OPERATION ro N R06yetF, Rm,CFD 6n,Ola aRg1RD ,APING FACTOR S1WL HIO R LESS THAN YNYW N•tr3,a IDHf T(D FTR EACH AHO,IDR TY•E AT ANGOR$ ASKING. �� 7NB 1/4•• lAPaal O WP-� 1/a: �� �� 1/4: Guy, 1/r• 1R4aD r Na>la P4m aL) ] ] ) 3 , ,n J aA �+ OWING er PJ 3 3 , ,n : ,n 3 ,n AauE ea W` elawr+4 RIE1011 3'— Im_ i/4• 10. . 5/5' LONG BRASS Pismo W/ INSTALLATION ,/4,_20,2 MS e ,0 `°" DETAILS FOR REGULAR PANELS C� & 6 1 PANEL L[,OT6 vP m 5'-0' AID s 1/4' O.C. G L V INTO EXISTING WOOD STRUCTURES Too LFAIGI!6 UP m a -6• MSC. OW 11 -10 PNp>MTE re"s 0 OR PAMDUATE PLUS e - I 1/ 0. C. WIr4 i I MIT. THREADED x x n m ,R.eOFR fo1N ALL IlNf.'7HB IP to 8`4ION 1 p 4 I -,• r.- 41- sa n ICI O. _ _ TO EO E01 .) b 1 h 3 O.f E01 I I I � � I I YOII@� I WIRED Naaa ,FAl�al am.m 1 g -4- ALTERNATIVE i W ALTERNATIVE 21M SCALE 3/8." SCALE 3/6.1- 1 , 9EE SHEET a oN SHEET e I e FOR Mn. ! TO LASS I ro GLASS BEE SL' 'P, S oN sno"I e __ _. rql MN LAMMTw -i I I ■ la aus5 1 a /. S I rMSTrm oR1H 1/Y Or, rj I t I EON I EO EO1 1 EDi E01 Oa EO 1 I I Ea, - , Ebl -- _--. E01 1_ LIT.. S/r LOAD DR." BLISeeDMS 6 6 1/: DCFOR r4— i/A.Eatt/.' PANEL LEN00NS ,A m 5'-r AD a Oc FOR LE/ICTM LP ro r-6• .w. r..• SCALE oR l,4-10 PANpyOE IOWE CDR ISA6 PMR MO[ PLUS 12 ,n a c WI H , ;/•� r °PM+j(p ALTERNATIVE 3W ALTERNATIVE 4W E '.. 1/7' TH TF4TIMI PWOOD DN M LrDwaTH N EK,STWa e000 PIAtt FOR - 2*.. „�,r,�r a.eIWON O AIAR SCALE 3/6-1• SUaF 3/B.1' Au. LENGTHS w ro e•-r EHm. MANIC DIRECT MO,IiNTING INSTALLATION - CONS OO�LONS NOTE : SHUTTETR TRACKS NOT SHOWN MR CLAIM ALTERNATIVE BW ALTERNATVE SCALE 3/8-1• 7W SCALE 3/9-1- NOSES: . �% 1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO .55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8' �.•'' •• N • ''• ;/i FLORIDA BUILDING CODE (High Velocity No come Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERNIt 16 •� °iO3D Ki60' "` PINE NO. 2, w/ Sp cinc DENSITY OF D.55 OR EQUAL No. * 20 GAGE GALVANIZED STEEL STORY PANEL NOTE FOR COMBINATION OF SECT10N5 ` er = HOLY. ST C� t _ •., IL E C O INe. GLOBAL PROTECTION PRODUCTS' I.I.C. a' „mha.NW s 9 FL Rlp � NBA EMa1�"IIa WLlAM7' .sm sr. TM1E, IL 1V 1. I. TOP A 80770M MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY TORT• yAiCs•Si' ((, • >r W_ r r TALK w w... am P,-,a neo eH-,Mar"'" - PHaG Ne4MeI-754e, TALK-. (n5.)wa-6m 20-176 INSTALLATION ArN A to rr Defa•a r INN N411E44 i S[ l h1PHARRa/GTE MMLTER A TRL/T a,. P.E- meTT MAXIMUM A.S.D. DESIGN PRESSURE RATING (.s_f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n & a INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE B(,OCK STRUCTURES (VAR ONLY FOR PANE15 1OA Q INSIALLATIONS AS PER SECTIONS T TARN 10. ON SHEETS 4, 5 A 6) IMX%1UW AINOIONS SPAdm FOR EL.. 3 1/r •• A -SO DESIGN TAPCON CF TAP -GRIP CALK -IN PNKLWTE FEMALE D PAfE11MTE PLUS SOLID SET • E ro SCC I IO ,a4lalUM PANEL PRESSURE RM»C ro C°ICRIM TO CONCRETE BLOCK ro CONCRETE I ro COWCRrrE BLOCK m CONCRETE ro CONGC7E at= m COMMIT ro CONCRETE BLOCK t0 CONCRETE ro CONCRETE soot TO CONCRETE m CONCRETE BLOC. OMB ANY caleaRrxloN OF I u LowTH 1' (A.) 6' N/A N/A N/A S. N/A 6' NIA 5' N/A N/A N/A 1 (TOP) 6' 4' N/A N/A 6. 6. 6. 6- N/A N/A I (BOTTOM) 6' N/A N/A N/A 6- N/A 6• N/A 8' N/A N/A N/A 2 (TOP) r MIA N/A I MIA 6' N/A 5' N/A 5' N/A MIA N/A 2 (BOTTOM) 55.5, -72.0 6' N/A N/A N/A 6• N/A 6' N/A B' N/A N/A MIA 3 A 4 (TOP) >7'-5' TO 8'-8' OR 'E� 5. 4' N/A N/A 6• 6' 6' 6' 6' B' N/A N/A 3 (BOTTOM) e. N/A N/A N/A 6' N/A 6' N/A a' N/A N/A I N/A 7 (TOP) r 4' N/A N/A 6' 6' 6' 6' 6' 6' N/A N/A A A 7 (BOTTOM) N/A N/A 12 1/2- 1 5 1/4- 12 1/2' 6 1/4- 6 1/4' a L/: 6 I/A- 6 1/4• N/4 I N/A 5 (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' 6 1/4• 12 /2' 6 1/4- 6 1/4- I 6 1/4• 8 1/4' 6 1/4• N/A N/A 6 (TOP/90TTOM) 8--8' TO 11'-2' SS.O, -72.0 N/A N/A 6 1/4- NIA 6 1/4- N/A 6 1/4• 6 1/4' 6 1/{' 6 1/4' N/A N/A 6 (TOP/BOTTOM) 8'-B' TO IV-2' N/A N/A N/A I N/A N/A MIA N/A N/A 6 1/4' 6 1/1' 6 1/4• a 1/4' 8, 9, 10 (TOP) 3AL -480 a- 4' N/A N/A N/A MIA N/A N/A r 6' 8 1/4' 6 1/� B (BOTTOM) OR LESS 6' 4' N/A N/A N/A N/A N/A N/A S. 6' 6 1/4- 6 1/4• 9 (BOTTOM) 12'-4. OR LESS N/A N/A N/A N/A N/A N/A MIA N/A 6 1/4' 6 1/4' 6 1//' 16 1/4' 10 (BOTTOM) SEE SHEETS to. I AM 12 FOR ANOg16 TYPE A SPACING FOR IMALAA7I0NS MID WOOD FRAME OL&M D MINIMUM 4O,D4 SP.CV= AND IIRAIALIM EDGE MANGE ARE N°CATED ON THIS SCHEDULE FOR ED, LESS THAN MUTED ON SCNFDLAE REDUCE ANCHOR SPACING. R WLTPLYIINO SPACING SHOWN ON SCHEDULE BY nR FOLLOWING FACTORS. FOR THIS OPLUTON ro 6E POSH M REDUCED SPACING 091ANM USNC 'ACTOR SIWL NOT BE LESS T OI MUM" SP'.CNG INDICATED FOP EACH ANCHOR TYPE AT AND*= LEGEND AUMM TAW[ TAPEOI O TIP -ALP "FIkIIL 1/:. P`RaiI,/r•_ 1/4'• OILK- 90UD-LT NeK AIATns NAO0 DI) 3 3 3 3 3 ,/z 3 44wm•ar.Ne c-ew o1J 3 3 3 3 3 3 I/2 14O Arl R.d.r e,r (AL) 3 - 3 3 In ACIk 1A am�QS ►Aa 70It N-H- 3ln- __1 lm AID INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES do JA .III ih10 PANOU"IE PLUS 4 f1-10 PO4ELWTE PLUS �ff- 1.-IO PANEUAATE PLUS � I' -� 6 1/4-O.C.W, 7 B" / O/ / 1. P e i O.C. W 1 7 O / / / 8 1 I i PENETRATIONlan ro ED WOOD HEADER YT000 IEAOfA THREADED PENETRATION TO IXESnNC WOOD HFiAOER TIR ATOM ro WOOD N[ApER FADED E)DS7NG EMST OW H REW!RE6 I I E745nNC W000 READER :. eNG MiE a -: RjPO IMof e 1 ANG NTT e 2• ' ay. Ina It I PRAT•' oI"aS r J' ( ban st o 6 !• WOOD NEMER . • W. WOOD HEADER I Wn. REQUIRED.- ..,, REQURED SET SOEOUL ON vRET a SEE 9ofaNlc w I a sE SPEOULI a4 I- son e FOR MW. ro HAA55 FOR Mn. BE/)MT1aM- ( F, SE m Gt/lai ) , rw To ¢PAMTIaN ro GA/SI YPa. PANEL LENGTH (SEE NOTE t) W. PANEL LENGTH - - M. PMQ LENUT� GI (SFF MCI' I) ,/:P-TORT• Si (SEE IGTE 1) i .A W/ 1/s9H . 3/3r sN0 DUI Y/FY-aOR,• S r/ T/e'• • EDIT MLR .: - _- - I_ MS W/ T,r. G /3x• a•a MII , • Mln OL'OON r f TYOw OIOSAP • ] I e [K,n pT]8N ) L . _ - _- - - --� - - _ ox SOR 50x of T,• MAX /32• HIRE0. C ,IPfiR wn� - - O. P D t I I E0. EO_ ' ! _ C. LAG SCREWS - _ • r O.C. W/I 1/2• r 2'N' WOOD PLATE REQUITED _ _ _ ((1ht0 PANELWtt PLUS 2',4' WOOD PATE REWIRED _ 2',4' WOO) PLATE MN THREADED REOURED PENEIRAITION AT i 6 t/4. O.0 W/ 1 7/8' i MOWIDTH OF PLA71 THREADED PENETRAtIDN • MID WIDTH OF PLAIT - G SCREWS iJ47N� a' E. w/ STUD W 1 I/2' ON ! �- PENETRATION , L DIRECT I ATM - AT MOWOIH OF PLATE - SCALE 3/6-1' DIRECT MOUNT INSTALIATION DIRECT MOUNT IQU N INSTALLATION !MOTET. SCALE 3/e-1• SCALE 3/s-I• T W W I ONLY V F 1. FOR ALTERNATIVES 8 9 A OW 0 L VAUD OR ANAIIN UILDINGSW IT DESI12'-GN LOADS UP TO +43.8, -48.0 P-a.f. AND Tit `,��g p. TIE! J7•,✓ PPAANEII S LENGTH UP TO ; PFOR NEW AW/ MEMBERS TO 8E SOUTHERN =y�P�'. •Ey PINE NO. SPECIFICDENSITY 0 0.55 OROD EQUA. JGENSF'•.;P FLORIDA BUILDING CODE (High VelocityNorrtcone Zone N FOR nMRNAT,nN tM' SECTIONS: _ No 41 20 GAGE GALVANIZED STEEL STORM PANEL !) TOP A BOTTOM MOUNTINGS CAN BE ` # •• V 5 4'•. S �'--- GLOBAL PROTECTION PRODUCTS, LLC. eY al/a/Na COMBINED N ANY WAY TO SUIT ANY INSTALLATION % 9p .- FL RIOT / y r .. L' 'E�1". ' I L E C 0... . Gem aP. 5, snuT t� M a 104P�'WO 0 ANr DMc 2 AU,1 DIE; .N Si Np` r •eoe • a,N I+ore lee4>eu-TSAR r.K. Lu.>,+-.7n LMnaI-,m. 20-17B _,a rNlN.l a-monla r !mrwa la NIIINAN i NAU.aw•nRElo•tt NMLTO A iLlAT k.. P E Ba9T a or u _6- (3) N (n N —Cu -� U N Q � O -� c 0- CIO -v a- .� U N N O O O O W I✓ = O LL CONORTE ANCHORS CCRCEIE ANCHORS FOR OoNatm AN Hose: SEE 9D"w M 9MT I.: (SEE scHEDmz w roR WDDo EPEW'. SEE SECTION ON sHEET 10 ALTERNATE ALTERNATE , lu 5RE ,.) -3- q�/ t, �A �w/1s 1 1 8 LOCATION 8 1 1 1 8 1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM .'. J POURED c01NGETF , 1/4, 2/4. 2A/4. 3/4 4/4 I, 2 $ 1W/t5 �s Mv.. � - - -_ 1•-0 t/2• --.._ _ _Al ENO PMffL AT ENO PATINE I/a•• UG sCR01, e r D.C. W/ NG CONKED !:awcNRTE �'- RNVRED\ f SOLO• to' . . . . - ,• M{n. S OVERLAP I _ m EIDSNIG RWO .FJOP 11p1i - - - - I Cn 5/e? 0. N EXISTING WOOD STRUCTURES • I I I (2 /2 D C) t , to Rn. wtvAam P[KiM R - 1 IRouRED k" (CAR IQ J� rffi r� 60 R o� 11 T1 I 111 T 1 T? 1 T11 i IT TO HOLD PANEL Sim 11 ^ ^ I 6NEEf ,a 1[1�� mD PANEIJ 1 CWTERON (Ni0ed1 PMd) (R(fERWI PMI[L) ([ID PNQ) I ED IM, O T10N FOR T"MO "ASS TKN R I 1 .jj� I I i _ _ ~ t S1v0 ,i ,/�j�p.c. OR Is : li ,/T ocBelieves 9 , 1 I i I ' T I T � O ,• Vol (Mrs) l - -t i ( - DO - EOI 1 Ed - EOi t/a• SEE SLE INTERIOR PANES ENO PANEL INTERX)R PANEL FIND PANEL I T . i _ _ , :N, NFLHRE / 1 .Thl• YAOa/E I I i` (/Q,'p�� SCHEDULE #1 SCHEDULE /1 / s t I _ 1 1/r , r/ s sn' M-. lu8t>) - / r/ I , _ j. 1 ,_.i _ i _.I- 1 . 1 l 1- .. i. _ ! S. V OR .- 3' - OR FOR MSC. �3' _ OF 8 SCNEDIAE H o�•RDIILE r (SEE KT ,/1A)� *o0i ,z , z o,c. S oE� L,:) I j I tee ,a ,n• o.c. , I _ ANCHOR ANCHOR #2 FOR , 4 FOR 51 P '�' 1{ .7..) _ I ) r OR DIRECT MOUNT SPACING 9P>! 3• "QSPA 'AOSPAC�ING 3• i I f I I I 1 ROm HFIOER / a v�'"D a'LwEls`�j'"" ' I i DETAIL 1 :WALL MOUNTING f�ALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPL!GABL TO SCHEDULE 2) "E°"I"" -�ILF "'""° O (SEC D.) ,n• I rI sCALE ] 1r - 1' R1/WeG'•J 3a' L d l k zn•) (Kromw DU 0 / Sr r- ]/1r . 1' I pw It , fo.c I J 3' I ;IIa ' P I I• i DrIA&S 1/1• (n' ) AN MAXIMUM A.S.D. DESIGN PRESSURE RATING ns.i.) AND CORRESPONDING ALTERNATIVE 1 ALTERNATIVE 2 POURED CONCRETE I I I 1 e2/1.) MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f. D ( i __ 1/4 1' OR wNCRETE MAXIMUM PANEL LENGTH "L" SCHEDULE '' '^ — �' "/ sFID'" s SLOON CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT t$) FOR ; (Mls) ('� To • ,a ,n oc HEADER NAMED r i (' tApPLC= r QUAY TO•,c &nms I k 2 horkMa FOH LIFE wry ow ply •, ov I/,.) - ! I A 2/4, 2A/4, 3/4 OR 4/4 1, 2 A rw/u 1. z a IW/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES sTSTEM aN sIEET ,s;. i , _ ALTERNATE LOCATION SCHEDULE ,MOUNT —M =— ON Q� `•t ( ♦� ON CAFE SAFEST PANEL a ,�e'/e!et�mNoerlas TOP k BOTIou. E_D- ] 1 /2' • ro au® eaanw 1 AREA W/NO LIFE SAFETY PANELS LOCATION Or LIFE (SEE NOTE IBELOW) (•v) (Q %Raa) s� A 1 •. q v I /Bt CPnt _ _ j _ L. REGULAR PANELS w/ OR - SAFETY PANEL -J MWm1Y AS0. O N1 -9! ou-N PMRLWII TOWE 0 Nae1M M Pleb ro .,AO. -1xn r-a• z S/.• MILLI® I ro UASs // \Pl --r - W/o REG" TRACKS (SEE MOTE I ` �� W`w m ,0 ro -o SEETIONs P k MNmlw PMEl ! � eC I EO CONCRETE ANcHoft(� SITF_OKE J _ BELOW) LAST PANEL E>) TO BE NSTMIED As 'DESIGN L+'s+'� OREFE OONOIEIE Co"CR1E CoNcItm CONCRETE COFIA[tE [ 57DIW m m ro m t0 COi1NTw IDaM 1' (n) f'j EppE pF CAFE SAFETY PANEL OKNRG SHALL RA ..I eu3a at= BLOCK POCK co�tnvtt) eta00i OF TIER SIT MM 16 FOR ANCHORS TYPE a S%kCW FOR NSTALIAIIONS NTo NOW FRAME RULDpR: aR i SHEET 14) VYl /• F oR SLABOPTION STORM kMYs BE P%=A W/ REAR Nd.E AINRARM NKYOR !'KSOS MA MCRRN E7)oL 061N1C[ ME wOrwi[a w T6 sd,[DUIi. FON EO "FGY 'gym 0' l UN OOWXF N) 10 FIiE MATE MSTN3ATION R RiF01DED 6• N/A N/A N/A 8' N/A 6' N/A 6' N/A 1 k 2 (10P) [D tEES T{W PYUTEO oll SDBDI.IS IEp)C[ M1010R SPAS"0 Bf WL1plIINO sPPCPO ( r jt C.,• REMRD TO BE INSTALLED OR AEWVED FROM INSIDE 55.0. -72.0 S'-0. OR 1L55 REDO= SPACING ORIO TAPICo �F SIMLL ROF LESS THAN WHIM SPA - EON Wa00 PUMtE O [ONCNTE gCHORsJ-,•- U STRUCTURE. e' 7• 9' 9' 9- 9' 9' 9' 9• 9• t (BOTTOM)SHOWN5ocxuTHEFOUDWCTORSroe I (� r `HrET :'i —E D ELEVATION 6- N/A MIA N/A 6' N/A B. N/A r N/A 1 k 2 (TOP) NO ATEO FOR EACH ANCHOR ,TYPE AT MOH ORS LEGEND' .55.0 -72.0 • IH: W: IH'• 1p: �W�W _ '.., .000 Purt !., RELIVNED WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTAUJTION SCALE 3/31'-1' B 5' B" 6" 9' 7 1/2• B' 9' 9' 9' (8017W) IFlos TAR _._ , - SECTIN- 1 $fjLLE' J/8 - 1' - SECTION 2 SCALE: 3/B' - !' ®®°R t I s I/a' IW. r N/A N/A N/A 6' N/A 6' N/A 6 N/A 1 A 2 (TOP) WFOI O MP-0eP-twouva AWmMw may,- - REOORRo GAP .55.0 -72.0 7'-6" TO B'-r W -I- 6' 1• 9• 6• 9' 6' a' a' 6' 6' 1 (BOTTOM) AW, ATOHNI 11eC{m OLI 3 3 3 3 x In Cu a- ,-WIeeWIRIIru A) 3 3 3 3 s a.6.aN slek (w 5 --3 p t/f-- 3 1/2 - I B) a••A ALTERNATIVE-3 ALTERNATIVE 4 T CAFE SAFETY STORM PANEL CAN BE IDEATED AS AN ENO PANEL (FIRST OR l/5T CAMEL) 1 _ -- z I //�� OR AS AN INTERIOR PANEL (MITI PALL LOCATION IN BETWEEN END PANELS). B Al ocu o t PAMS B ((N.T@N.A LOCATON AmPt � Wu �" P+r•'� PATE RD) ,/4•. LAG s News B r ac W/ , 1/2' LIFE SAFETY PANELS MAY OR WY NOT BE INSTALLED ADJACENT TO REGU.AR PANEL5 1) FT PA ="Cou,i a 2 = MW/ RQOR MOUNT CONOR'OP6 AT BOTTOM W. ED. . 3 1/2' • '/� _ _._ _ A _ _ I' MH. THREADED P0EIROW OR (W/ OR W/O REGULAR TMCRS.) SEE NOTT , '70..6/r .Om WRA S eLaNND W/ SECTION B-g OQu I AAD LOW a 5/r th, Poll EDP OF M kO 00 . (STUD 6 r AWL OOU W O 4*4 APPLICABLE TO I 'n' -- w /.b 20.r Ss Y1 E r oL as DESIGN _ sEcnoNs f A, MMOMUM PANEL _ - r I. too - _ m u _ 1/.•�2o NwnMnE rEMME a OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS � M 1. CAFE SAFETY S7'OR PANEL CONSISTS OF D.039 GALYANIZCD STEEL STORM PANEL AS T'� B B ■ PER COMPONENT �. SHEET 2 0: DRAWING SCALE J 32--l' PRE5 "t p NY COM&NAnO LENGTH l' (R) MNLIIFTPNNI - - Im / 9pML >h• . 1' MI5 PANEL ALLOWS TTSICIEL.F 1W 8E REMOVED OR INSTATED FROM ME NSWE OF / RATING •,. OF MOM .p. 7i 3 ,sY - 1m O.41p31.tt PLUS • 9' 0.0 W 1 ln• AW- I' THREADED RTEiRATION ro DOStnC WOOD �� N[/ Mtt MOtt SHInTEP iAACKi NOT SIDM4 .all 4A"n STRUCTURE. .49.2 -61.5 /7*-6P .. •••.•..., ✓,O A,AA111NMNN NNANMNN 1' J' ♦ 1/2' 4 , 2' 2 (BOTTOM) " OR LESS �' • GEM$ S �,�+ ..e WALL MOUNTING INSTALLATION A ALTERNATIVE t W }2TQ� • GENSIc W 3 UrE SAFETY P REQUIRES TOP 7RACX TO BE COMPONENT®A BOTTOM TRACK TO aAY'1,- P, TILLJ� .520 -B6.0 3' 3' 4' 4• 2 (BOTTOM) Y-r OR LESS NN'T(,P BE COMPDNEjjf AS PER SHEET 2 OF THIS DRAWING. gfF,Fl ,........, ✓p r 3 •� :.••••••••• ✓p COMPONENT® BE INSTALLED WALL OR FLOOR MOUNTED FOLLDN+No SECTIONS I a �/• .'( .550 -72.0 2 1/2' 2 ,/Z' 4' 3 1/2' 2 (BOTTOM) 7'-8' OR LC55 - No. 44167 •.'` 2 ON THIS SHEET, AS WELL AS DETAKS I k 2 ON SHEET 14. Q••:'NSf s,G _ ? * c SCARE: 3/a' .55.0 -72-D 2 1/2- 2 1/2' N/A N/A 2 (BOTTOM) 7•-6• TO B'-o' i#; # FLORIDA BUILDING CODE (Nigh V61oel F ? FLORIDA BUILDING CODE (High Velocity No cane Zone - b NMR(cOM Zone 7 - FLORIDA BUILDING CODE (High Velocity Nor Gore Zone) 4- M;n LENGTH FOR COMPONENT ®5 15 _ z 1.550 -72 D NIA N/A 3' 3' 2 (BOTTOM) 7•-6- To 6'-e• •SDw A,Tw. er:. - ; No. Q M. ,ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM IS CNEN ON �' ) M.20 ulum NC F.P. y .�t•• Fr - : : P A,Ew. INc FP. SCHEDULES A 2. SHEET 14. � _ * 20 GAGE GALVANIZED STEEL STORY PANEL Or Iy,� eT. O •.. fCOR10�;,: �.L►�' 20 CAGE GALVANIZED STEEL STORM PANEL �„ D.. � # •. : a � 20 GAGE GALVANIZED STEEL STORM PANEL �, W. COMPONENT MAY K PERMANENT OR REMOVABLE # •• ATE ` --1� - / p, ''r•, S ••,r•• 6 r-- - aF/m/S.ID , INSTALLATIONS SCE orET v>uo FIR ,R.0.oPA4 WITH Aso. oaaN :OrJ% w to 5 SEE DETAILS FOR INSTALLATION IRO "MAD FRAME BUILDINGS ON SHEET 15 z' - 'S AL PROTECTION PRODUCTS, U C '` ,S%;'o . ft RIO DM�"' �3p •- OR F I L E C O E N C. ,RED 5r. ,t s,� 4NNN.PN — ' I L E C O E Nc GLOBAL PROTECTION PRODUCTS, U C. am .sa s. -7x o w AMID PAI n s u mH A ro e -r. GLOBAL PROTECTION PRODUCTS U.C. ,(•� •`� . �, / um SW- S, PRECT 2 FOR NEW WoOo FRAME CDNSfRUCTON FOOD MDIKAS ro K SOUTNQON 'i '`F •. 1 L E C O ,NG. I 40m iw. 5, STREET 6 SEE SHEET 4 FOR DETAIL APPLICABLE TO ME NECESSITY FOR THE INSTALLATION OF ,S' ' ! LpVANY wY1E rl 3331. 4J%/ ` ?637L' a ANr avE. R AUN f� R, L �{/� '4 ONA1, kN " 3rw aI_ r r tamp, w NiN fI,011L' (O54IYe-154L Fnl Is.)ew-MAR, 2D-176 a r a RAIw. a+mw w Mw ware u1 20-176 PIE N•- x. W/ SPECIE DENSITY OF O.W DR EOUK '4D,AV S� • ••^1. EAA ` T 2<"' - k EwRueNMo sowANv dvR. fL II3,. ( .• OW n,- ( )eea-75U, FAX (e64)M-679/ II AN 3.w W. r r Wlmr Hlweda A s„w- RFaili tWa.IaN-7w. FAN. (95.)w-e»1 20-1 T6 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. 'fNl nNl•••U4N N +" am) m-1m q: OaM n,-ro1 rW� a DRNWa N. r.... ow m-,AM r ,", llllll Nt/N .:: PON m-TIED . nWo .n-HRH 0� PL YA/sIONAIlIMe/O.tt WN ttA A TLLD y, PS Y 1G-W .I,.. aR+mNO N• ImAWNa Ne, G-010671e G-m0e7,W CA-owF71r m Nt N S,RTT u O fl Pl. SEK/S101MNK/WR MWT[R A ,!Lj Jf,. 'E Y tF-,e fNEF1 1. d 2W PL. YJO.JSIOul!MLjM1E wK1LA A TLLR N187E -1. BIRF 15 O L J Ci SHEET N0. SH 1.1, I j I _L ' "'i I II l _.I 11 I _l._-_ _ _ 1. ANCHORS (SEE s£cnoNs ON sAEErs 17, ,e. 19 i 20) _ __ _ _ INSTALLATION DETAM FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM 3' MOH,MAX3A/1T. WTI. 9 a SOW/Il Wt7, 6B/18. 3' MIN. INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t' M_R(, �aAW/T9. 7AW/19 i MW/30 f"'�`aM//te, TMf19 i NW/20 1' MIN. D.M.or( - l_._..__, _ .. -_ _-___-.-._.._..._. .__ _._ ....-_. _._._..-- ._'----_- i/4' IAPCON ANCHORS _1/4' TATWN ANCHORS-__`1/i 7APCON ANCHORS _ _ _ I.4- TAPCON ANC -oft 1 11 O 9• D.C. O 9' D.C. O 9. OC. O r DC a a a a a a b POLAEO CONCTE7E POURED CONCRETE POURED CONCRETE POURED Cf#lCRE7E - ._T i i I ____ __-_ - ROCK REQUIRED �1t BLOCK RE. QUO1 D �_ OR CONCRETE S 9LOPt REQUIRED 1 BLOCK iK. WITTED �j .(. _ _.N ' ! : 1 IJ•'i/4- 1 7 !'i7 i I I I I I E D e( I ED.• MM._� Eai E j e1. E' -_.- -I Lfall Tj I � � iI �f Q 1 ..QcP� AEavA w 1�I 'fiA+ eTTa. ✓ARa� �t+T. GONi, eoNr. I( {F7 RAFCA• ON PYAl _ ; ; j i 1 +r. weA4IG` _ An 10N W IN W i +fn AW.Wexn N, ; I _ 1 W : __-- _____ - _ aN�wXRAW . _....... .- - _- _ -__ r.t ._5- , - { {SEE SCHEDULE) r W*W M o I- wfmuEM9H Yflbtl - i•' O �AF_ _ , s as ` s% lu _ _ } A MAX. ( sre a [� I - ,n ,a °^ 9-t '.mil '- Wel; A .10 3JJ1• , : ' �, PANEL HEDULN EIISitN'fI„y 91 IST9A�J EXIS i OOSTIR j I (A I _ - + 1 ,NEAT NUT w.wlR .T HEDULE) FJI _ QUANTUM I _ ..I�. _ - __ - .. 8' Gl.AiS 1 wiS GLASS _. O' CASS I I CUSS ,I I j 3 I S I �i� C(E 3 $ d3 •_ j _ ! .. mil!- _ I I i I w i � si i 9 j , it ii 9 r _ __-.-... .._____,._- __ _ _ _,- _._ _.I_. B• i 1/•ti- -aA I r't , _-_,= ....� 'PS�NOr�i 3-Ai Effb ___. _ _-_ 4� •• ' mt r� ' _ �I or�.. 1 1 r, MA e! r/f`A. l... _ I 2k i """f - .. _ if TIN, -, I I i _ I a v. -"®` WIN"- NR 4 DDT i R9M RAND. ;•�' I I j _, 3Nn. WTI. ayTs 3R/TT. 4B/17. Se/fA j 6• 3" WAX. 3' MA%_ I I I 1 6' 9AW/19, TAW/19 i aAW/70 :E saw/I9. Me/ a MN/20 ,, JJ''�2•• t' MIN. 1' KIN. . T E O • .� 4 r t, `E.O... - ED, / L,V ANCHORS (5£E SECTIONS ON sHET?s 17, 1e. ,e i 20) __ _ QPTION #2 FOR LIFE SAFETY STORM PANEL, ELEVATION j E ° W SCALE 3/T6'.1' ,/•' Out. ,AP i _ : ,. i j ,,, 1� i I- Y. '" ..J L- __ - I L - 1- --.M 4 ' I I- _I 1/2--- 4'e-20d/455 MS W/ aR@ 2fM {�pR E�A} _ r_ - Y!/C.x3 32' WING NUT WASHER f�14 (BEYOND) WING OUT WASHER 0eN a.BSAP _I I"I ,IELEYI In *YiFTY v 'I.o .' .:'Ilk � --tone. WAs1 R i +i•WING 1J2' D.C.MR - 0\ ur (F ) j',; l2' o.G. (Berallo Awj Nets +.�.:.,.-:{�-_ �{j �---r,-.._ _ _�__ -: - --•"rr ->-•., , / ,I + _,!4 1/2- 0 MKNQRS S14' TAPCON ANCHORS / �` • •-F •s4J _ - 1/a' TAPCON ANGLERS 1 t' T.1FCtN __ i AsnGGEERED w/ SOW) - 16 4ATAGGIERRED W/ m1D) 4 1/2 D.D i 41/2'DC ]L OARED CONCRETE BLOCK POUR}37 CONCRETE -_POURED CONCRETE _ D CONCRETE OR CONCRETE BLOCK 0R CONCRETE 8iAC1, OR CONCRETE ROCK OR CONCRETE BLOCK SECTION A -A WALL RIEIuulllTliiil iNSTALLAnON WALL VED YL1UNnNG INSTALLATION WALL MO11@?jGDINSTAUATION WALL MOUNTI"q I ! LLATION SCALE 3/+e--t- CTION 3A, SECTION 38 SECTION ALA SECTiON M MNur 4 REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O UFE' SAFETY PANEI� MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.S"f.) AND ��a TN. SCALE 3/a'.," SCALE 3/a•-t" SCALE 3 /11'-1" SCALE 3/e'.," CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE i ��''VCENIs�(•' .%D W, SEE BEET ,9 i 20 FOR +rc rTAL TYPE W ANCHM ^� T-/47' „NNNmt � _ SPACING FDA RstNSATIONS INTO Wo09 ''�" _•NAAAP -MO.. 'h,r 2 No. 44167 i rRAAE 9DED919. M.. MOM fWAWW VA.) F ,Ap',T4 I...- MINIMUM ANCOR VACHCs AND WN RAI a4' ,;•'�,: n if •.• .�4s * -At ' - * ma OS'I'NICE ARE INDICATED OR THIS •s.r'I.o a.n..r MI 3 * N ' FLORIDA BUILDING CODE (Nth VelocityNurrteone Zone soma FDA ED. LESS THIN mextro ON P.A,WM ,o,",,,, 10„) L r= J F = FLORIDA BUILDING CODE N(h VelocityHurt I. MAXIMUM A.S.Q. Max. PANEL LENGTH 11 = e2mo n,tro. Ic. sGEotnE pEDINc( AxcfuR R292P nTtxo, rc. MINIMUM SEPARATION PANEL s O,o'• FLOR10p :' 4r,�T. 20 GAGE GALVANIZED STEEL STORM PANEL ry M A.TVI +si SPACING SIUWN ON SCMEDLAE /CILBL 9t' 0.9[ e9eEe6i ►ACM - Nfl. 4i 2D DACE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE L (Tt.) TO GLASS CONOIT1pN `+ ..... ��,,(f a1"N 9r' 9r THE FQL1oR91G rAnwa. Hal Tt I In, SO i _ RATING (P.s.f.) (SEE SECTIONS) - a AaJTR/m2o OPERATION TOO KPOSI ox �swll NOT _ - ,gin- -- - - - %*••.. g TE DF�` -- �.,- -'rY"'TR - - ITL�C D IMc. ' PROTECTION PRODUCTS. LLC. [WM. BE LESS THAN M04RAW SPACING *MOM - - q I �r GLOBAL PROTECTION PRODUCTS. LLC. '' 9'• F '� j ��.L. __ sir M ••,,, PAVE. M =I' .wo ia. SI SI7EET FOR EACH ANCHOR TYPE OH THIS SCHEDULE 3 ,/2' - +55.0, -72.0 g'-g" 2 3 4" UNBOLTED - Jr- --- 10 A'� A( .faa s.. e, 9iK / d '% yj6l� • caNPANr DINE n au,• O'' L R10 t*``B� l / .. PW. W.W. wL ,SANS. A.mA n SI. MW OMMI MIS. "Al, coumn-f79T 20-176 - 1 F'f R r WA r.« roe, n n.. PNOVI (9aMpR9-?US. NW: (w )aW & W I ,N.. M.1 M,-Im . a" , 0.1 eH-,sn kl�.�Sl N �ML �' +,".�,.. ofs AH- W. � ISM .,-I PE. RAL/9GAiWF/GAIE G-90067,E txWRA "'rrtrFF fMNM� VALiSGTVYLsIl .TE rA'900a1t9 �' `�' WALTER A P LLT A.. PE - 1WAIM A TILT A,.. P E V ,%• We 1w[T to aI M ei a MA - - - - L5:'o - � - ',l1 WOW HEADER j{I eCOV H(MER wow HEADER - _ w'aW HEADER REARED '1' NfJI;A.ED TEOURED - REQUIRED L 1/4'f TAAGDN O 0' O.C.114•f fAPDDN O e• O.C. 1 • ' , ,/4'f TAPGON O C O.G. t/.-P TAPCON a r D.0 W/I ,j2- MIN. THREADEDIII - W 1 t/2. 41N. THIaA�ii - - w/1 Ifz' M4_ TIR(J,pEp -_ _V//I 1/2" 4rN. THREADED �p PENEiRATul/ AT WOOD TON AT IYDOD I ,; PFNETMTUN AT WOW ,, P[NETRATxs AT WOOD T" HEADER HEADER HEADER ,EIDER ! !' , t / 1 I 1/2- ,IUD "r N 1/.• .I+{ i. - - 1/Y , 1/4' in' H I/.- IIPtP _Yet - I I "MOH: I W.._.... 2. T 1 1I - L T. . 1 `I2.. ,I7,r --T Mm ) )' - Wn '! WTI{"( tuC raMt. - \EVCDMt I C $Wr 1-� WN1.uC>} CIS 1 "Is INC r`to auS I I EXISTING I I"�W Z• Mw. GUM -L I t' Wx. GLASS _ ', PANES IFNGlN W wEE1 14) PANEL LINCTN (M nWX1 If) •E' 4 iSEE NOTE 1 BELOW 'L' ae.. 1An 1A'Ift" It ( ) i p I€r , i en �Por� (SEE NOTE I ea0w) PANEL LENGTH EXIGLASS t0 RUSE - - _ _ _ _�I __ (SEE N01E t BELOW) GLASS I W dua _ I 1...... (SEE NOTE I BELOW) I . GLASS -'I a SOE9XET I&) 1/4•e- I• { S. 1 7-cmr ,/4'f- T'-- i 1 set i 7n'.. 3/32- I 7/a". SUIT- + j I WINO NUT _ I 6. _ .i _ WINO NLIT _ _11• - � e' 'I.. _ _ - I I I A[ 9 ��7SSS"""" , YIN. THREADED .; 4- - ', _ ': i : j I (\'�2. RDMO/N OF ATE± ]p G 5- (' _ _ 1 !�I,. _ _. 1 J E0. 7EEI; IE0. ♦ _.. L t ___.-- ..: -@ Dow COIN I ' T%8 ,4WTNG NUT w/ ED. >,I4Y�awi/4'SS, ' WING M .S. W/ 11 11/8'f . 3/32' WING Olt 7/a9 . 3/32' WING t ;, WASHER 0 12 1/2, DC 1 . WAn9AER (BEYaNOjUT WASHER O 12 t/2. O-C OUT WASHER (KYOND) I 1 4'. TAPCON 0 e' O.G.'4'f iAPG71 O a' OCIS4� W/ ST40) o.0 t w 1 1 TIBIA A7 IPpIMOMJ}{' MN THREADED _-.W���y1 1//2E'DWN/ TNAEAOEDw)/1 I/71tEABED +I OF PUTS i- _- .._ - PENEIATE AT4Ven!".PENETRATION AT mvwm H I _. -.�___11 WOWNNATEg'.a MOOD PLATEII a PLATE a PLATE LL�� TfEQIIor RE - - - _REWIRED PLATE ";a S'COOun PWAIL IiOUNTINGINSTAILIATION WALL MOUNTING INSTALLAT12N ALTERNATIVE 7AW b REGULAR PANEL ALTERNATIVE 7111W SCALE 3/9--1" O LIFE SAFETY PANEL i RE��m O LIST SAFETY PANEL M4nN SCALE 3/8--I' SCALE 3/8--I- SCALE 3/8"-T" (9-No. �Ap....7'� HIM ' CEN 4 FLORIDA BUILDING CODE (High VelocityNurrtcan f P6TAUATIDNS ARE ONLY YALO FOR WILDINGS WITH AS.O. DESIGN LOWS UP TO +55.5, -72.0 PSF AND PMEL'S LENGTH UP 1a a' 6- 4 1 • �.•G' iE : 20 GAGE GALVANIZED STEEL STORM PANEL M 2, FOR NEW WOOD FRAME CON6/WUCTIDN, WOOD MEMBERS TO BE SOUTHERN . PINE No. z. w/ SPECIFIC DENSITY of 0.55 OR CO Al i * : T E-5-�:__ oiN ZL ,, . S 4.,; _ i i l B f t o. n GLOBAL PROTECTION PRODUCTS, LL:C. COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-I') --. '- 1591E - __ - _- -. _. _ 15196' TOTAL WIDTH -- - -. -.` ___ - 2.250'---I -2.591"- AL. ,.. -_ --1 ]SD---.. _ i•r F . - 125W' (EMCTYVE WIDTH)_ -. - --1.YD•--. - __ ,-.I-M , 5W- I HEMI:EQ I 1 ._.. I- I - - I .075' - To2.500' 2.244' J.SW" i,)`-2.250' EJA?' --- --( 075' Tn CA rj f 2.W7' I L S:7_��-__Z,L EDGE 1 5 2-SOD' 4" 2-L�.V. 2.W0' 2 7'r- +HEALED . � 'f �I "' 1 - EDGE 7��A T350•� - MI 4848.2SD- �,,- DETAR. �,7 f --' �'.'�'R, )2s• 'R- I IL I,' 1(I(.�, - - -I1gv. Q1 STORM PANEL I -. ___2.470'- - IF O2 REVERSED "h" TRACK O REYEIl�iED "U* TRACK J PANEL'S END tip / . _1 . 750- W/ HEMMED EDGE- :! 1'- I W 2. �7 I �• _ 1 .2SD- .250 I 613' 1 � i._ i' � ,EO�• 1 1 ' - IZ.. /I 0.250 -`-'� �' �/ HEMMEQ 125' k 1 - :% ti r T'jI ¢ J 7so ISQUEMC VIEW DETAIL A P 20W- ��� I 2.0W I ROUNDED CORNER O ENDS OF PAWL's END UP W/ HFJMIED EDGE. 1 --' .12I IN. T.S) .71. 1 I - r 1 , _�._ ., 25' 1 :f-2.DOO _ _ LIMP•) R. , - - 5' Ma.. .- - - - "J" TRACK ® R ® 2"W(Max.) ALUM. ANGLE „ 4 ER _ 7(- 125' 6061-TB Hum, ALLOY . I II I I INN tilt A 7-- + 75D { Dss' (ryA.) 3' 'uCEI4 j' N I i- • ND.44167 '. - .. *' FLORIDA BUILDING CODE N(h VelocityNu me Zone (� 3"x3"(Max. ALUM, ANGLE -_ .750•-- - ® STOP BAR 4q ATE DF . % , "F SSJ samo ntcca "C. 20 GAGE GALVANIZED STEEL STORM PANEL " OlAWN W. PRODUCTS, LLC. m�ma� GLOBAL PRaiEaCTiO, / 1�I O 0 IV L��L Etr 5 snw II" LONG 6063-75 Alum. ALLDY I.NINIMM J '"�"�-"�' / t TWIN a ANY .,`�'„ p.q m .I,"=. o ,r , n nl+. wrwE DOH ON" 'Al, (p.pM-am 20-176 DANWfa 11N P.(. SEAL/wafATLAfE/MlE CA-w I; WWLTaI A TRIP A„ Pd WefW+.• -- - -1Y _ MIST 2T W Te INSTALLATION ' I' ,..,. ! DETAILS FOR 0PT10N INTO EXISTING TAPCON O 8' O.C. #2 FOR UFE SAFETY STORM PANEL SYSTEM WOOD STRUCTURES - _ II I - 1 4'F TAPCON 9 8' O.C. l . -_-WI/1 1 2' MN. THREADED ilk // _ _ I _ 1 1 - MIN. / /2 7HRFi10E0 PENETRATKXN AT WAND HEADER n AT PENEtPA oN AOOD HEADER T/2- 1 1/4• 1/2- i I I1/4• IVOOO R jl� ' WOOD HEADER - - YM FGONT MR.. N-- RFOKWfO (��%Nf. L_..._.� LEI ) � � (P I I to oN I i E%ISRNG NCI SENVO 1XN R/� 'L• MIN C.lALS-' - 'I MIN. (]I C1A55 ON SHOT 14 PANEL LENGTH _-. _ ISEE NOTE 1 BELAY) 1/4'e-2Dx f' 3.5E M.S I'/ - _ - 7/a'f 3/32• 't.. PANEL. LEMON _. _ .. ($E NOTE I BELOW) - I. YI914 NUT '.. _ j � ' -_ 1 " � f . - +1 - - b' �� I i i i/ -t� _ 0 n i tx� i��_ f EO ;,i L E0. ;:; 8• EO - - I _..-VIM ,d E0 I 2-x4• WOW PLATE .7/6"P . 3/32' WING OUT Y.4" WOOD PLATE 7/BY v 3/32' WING NUT REOLNED _ , ' WASHER O 5 1/4' O.C. REOUIRED - WASHER 0 (BEYOND) #14-10 PAELMATE PANS ill-10 PAAELMAiE PllJS 0 6 I/4' O.G. W// t t%t1" KIN. THREADED PFNETRATON - - O 6 I/4' OC W t 7J8'- ' AS AWMON O PATE - MIN. THREADED PFnON AT MDAIDTH OF PLATE WALL MOULTING O INSTALLATION RRIEGiILAR PANEL WALL M041NnN0 INSTALLATION t!�tlj� O LIFE SAFETY ALTEMUTIVE ppNE4 SCALE 3/9'•1" �.AN`�IPP $ ,~ ✓T w- SCALE 3/8"-t" \(AEN,s •3�': �, f '• FLORIDA •' BUILDING CODE (High YWIoeRy Hu cons Zone) NQ)�S c • NO 44167 a2m9 TAtET:O, MC 2O GAGE GALVANIZED STEEL STORM PANEL rp. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO ♦55.5. -72.0 Psi AND PANEL'S LENGTH UP TO 8'-8' - ' * S -.-_ %* : * �� '��-_. ! T Deep in, m/m/ na cl'•. SATE /M /� I i� E AL PROTECTION PRODUCTS. I.I.C. oWE z FOR NEw wooD FRAME GONSTRucr 0 N: w XTo MEMBERS ro BE SOUTHERN '' 90 - ORT0W',A e i 01P V INC. .BW aW. at SHEET FINEND. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL • C Wr r. a Se. ww. E- ShIASS F/ - (A )g 7WWV�w n�LL UR M)w-e79T 20-176 E P.1t'w. • (� g,PAR O+..Dv I 11 Wsm. .R. r MPi W/N.a W: * I•III. H OMA: 4A.�LtTNAE/O.R Cl-G-Cw"', .N .M A ABUT A,, Pj, FUI US III NI ..w L I>- f - - -.---.---I N _ Y/24 IWr@ (SEE Note 2 *DA4) 4 W/ OI w/o -, YJ PEAgT P�•11(1EL FaIE cOwcFEn AIICHDIE. SEE ,-IWi�_ raNCWETE ANCNDIa (T!F) 3- NTT.. O -' SCHeDUIE OM AeS ffi, FOR SHEET SCALE- J'- -Ya S[E fECRDINS (N s+EET r Y.. (S[ WaEDR.c DR R1FET TaT I' Yet. AT 2 I 1- VM' IMr S45 ETO tt If t/2._ ; t If2' _r in'_' 'Jr_ T f_�*t�'111li I II 'I ij i I f i 1. I I.ill._i . ,.) i 11 ._.. _ i L �. ! . LL_11 L- L 1 i J_ L-1 I I E1L... 1.' _� I-1 I 1 I _1l_ JI _I 1 I -- -ITT-+, r TrT -+ . -, -. - - T . ..- . -r a.., - ,_ T� -,- r.. - -`r 1--r T- rl 6a x 't' rT r r -r - - - TF--fir-- -. 1 _. rr.-�.r.r_r .�,. _ -_-r7 NA X 1• (ENO PAHpl (Mn"oW PAFnI. i ("TONDO PnAEUI (WTOHaW PA 6) T (d0 P;e T (END P AEU (IN;v PANW I (WrtERWW PANAd fWPERNfW PAVED i WO PW+EL) y 1 f I i I . SR NOTE 2, 3.. Naz- R7; 2, 3. ,' 9EL01Y SEE If 4 I i I I I ( I I I 5FE NOTE 2. 3.. SEEM ig,E Nun t a.. wNa,Y i i I I ; I �"' i , I I (i4; I i , I � i ,. Ali i ,1 �11l , . - I 1 j I I �„ II I: 1 it i ��, iI Lj !ICI .I 1 .I ' II I' II ;' d 1• 1j• � fI t •I f 1I1 I 4- $0x r I� w I i; I I�. BOJLA'f€4 •I I I i 1 I I j I I I I, i I I 'a3J32-f1WN4MV 5/ I MS. W/ I I f I I 1 I 1 I Y8'.J WIONUTS I.�1_.+_�Ll..-.I.?. .., 1 L -I I.I.! �!. I .. 1.I� i_. II i.�� I i i r_ /32 I__11 1_�-y_ EA_QNF/BAP I ll-II- . . _�. _._1 _ - '_--1 ._�L.._1_i !-. t_!_. , f._ i-I, FAo sY 49 x'L' .,r.i.� �.I _II' I-T-1--1-l..TI. it 1-�.I _i_. I I 1 !. I{ j j 4E x ,_ f i 1 �!� 1 I. i Ii't�ti 1 r r l l I I i t 1 I l Il7i T fT111_TTl fTfTl! i I I. I I I I I L.' -- iii ' II I . c----i -• CTYP) _ _ ' SEE NONE 4 BELOW NBTE 3 - • 1'- MAr (PAELMI,IE TAR CONCRETE A MR w SEE y "-:, AT E7RD TWW ,n' WTI SLE➢AE E SEC! 2O NUR w000 SCYEYI: ,n• A fNO ) STE SECTIONS ON 4/NEt 2e 5EZZ JJ�� INTERIOR PNELSS. OR wJ OR W/ `v t5' + IASy PANEL 70 8E .STALLED AT EACH JEOr 3 iD © O@.O ILAST PANEL 70 BE NSIALIED A7 EACH OPEIiNG SWAYS R PROVlOEp W/ NO ALWAYS BE PRtlNWD W/ REAR HANDLE 70 FPCIUFATE INSFALUIHOM REAR 1 AF HANDLE IQ FAOIRAn WISTAW w INTENDED t0 R INSTALLED FROM - IF NTENOED TO R INSTALLED FROM INSIDE or STRUCTURL - A6uP SOT[ vw . I- Or S10.{NCTURL r-,/.• Yr. GAP � ,/• MA. 9r rt/.- YIN GWI V.• HA. W �- - --- -_ T aR©W/ ce a/o O.0 1 TEIWII,'E LOCATION SECTION A -A SECTION B-B AT END140,01) ,TGAE 3/3r - r so" 3/m. - r N4iFi_. (1). DEFINITION OF SERIES 1000: E - 2 RACKS AANG O�RM PANEL PASYSTEM NEIMIITE PLC tOF PANEL LONG . e1100 2 AT BOTTOM Wf PANFLMATES, (1) DEFWTTXH DF EM113 E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL . CRnI. TRACKS TOP a BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO NG SILL WALL BY MEANS OF (2) PANCt:i SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERASE A STOP BAR PANFIIMTES OR, E US® NTLY w/ 15' LONG TRACK AT B0T70M, EMp PANELS 6 SHALL 8E PROVIp£D AT TOP OF SUCH PANELS. SFMLL BE CONNECTED TO W/ 114'f-20.3/4 5. Wf 7/ ". Jj32' WING I/4-A-20S3 NUT OR Yln. 1f'MMUYBSCREW MNTO TAPED (2 IExCEPT AS (3) IF END PANELS ARE CONNECCT,EEDD TO BOTTOM TRACK. EQUINES ION $NIL CONSIST OF DESCR BED ON HOTS (J) L,Y Mi 1J4'f-ZOx3/4' MS. W/ 7/e'h3/32" MT�X. NUT OR I/4•W.3/4- Mtn THUMBSCREW (3) FOR CASES WHEN END PANELS ARE 115E W/ TS' LONG Nil AT INTO TAPPED BOTTOM 7RACN. LOCATION OF FASTENER$ MAY eE AT EITHER OF TWO ,pINRY EXTERIOR FW FLANGES OF END PANEL j{(TTTOM EIUT END PANELS ARE NOT COTO EMM TO WT(OM TRACK 2 . Yi STOP BAR eU SHALL BE PROVIDED AT TOP OF SUCH PANELS. (i.e. TO A TTOP BAH (4). FOR INSTALLA7WNS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (4), IN GALE THAT ENO PANELS ARE NOW CONNECTED AL BOTTOM CO CONNECTED IS ONLY USED AT TM) A7 LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTIRD SILL WALL AIFAW9 OF PANELMAILS, ONE INTERIOR PANEL BI�J ON HOTS AN ABOVE IN SUCH CASE, CONNECTION OF PANELS MAY BE USED MNTLY W TRACK USING SPECS TRACK MAY Al 807TOM ATTACHING BOTTOM TRACK TO WALL TO BOTTOM 1RILCK MAY OCCUR AT ANY PANEL LOCATION. W/ TWO PANELSATES F NO SRAgAD SHOWN ON ELEVATION AND Is 3 I/2• ,(}�j, Min. EDGE DISTANCE, FOR THIS (5) SEE SECTION 1', 3' i 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25. IMEk10R PANEL USED JO Y W/ DOES HNINIMNA NOT NEED TO BE CONNECTED TOG1S(�1,J BY ANY MEANS. TRACK (g2�Jtl SHALL ITT INSTALLED LN N.ry SLIOf THAT ADJACENT PANELS ( THE LEFT i RIGHT SI. " IFNTERIOR PALFLd HAVE p TJ( ,��� jl THEIR OVERLAPS RETAINED BY �. '' •--I ''� A \\LENS FLORIDA BUILDING CODE h V*I!M Hurrlcons Zone)[ - F "0 n �' "� 20 CAGE GALVANIZED STEEL STORM PANEL rr. : No. 4 167 ° _ DRAWN W' " STAT OF 1��_�r TL Ei C O'w�. GLOBAL PROTECTION PRODUCTS. U.C.LC. ,wTG q A" S W E1 STOOD 'yOF�sSipry 1p a, 2n0-1 ��� .::. Oe .a=Gooa I: '° m-U- ar� II f- (s, .)aw-9TWT 6 .- A ...•.NI H IMIA E SrAJS10NAh.TEE/O:TF eAUv . nun ,W.. PL + 7 M@T tX 0/ m INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _II/4" TAPCON ANCHORS ,/4• TAPCAN .ANCHORS O 9. O.C. O 9" D.C. POURED CONCRETE POURED CONCRETE OR CONCRETE OLD" OR CONCRETE BLOCK . REOUt0.ED �1 REQUIRED �1 - .� I/•- , 1/4' rMq}.. ARK. r IGNT I . [ COOT I fOk.a19N W N`'I' T I Nw +xPA.t� W I. Y .. ,xAs < 4LM! ae t- , eN I t- viez M - 1° 1 aNm +M I I ,AI"T n I En+snHG."j Ex15TItp(i j cuss j ; 8 cuss I �I j i I N MS It/ T/eV 1 xrrr rw MP a i i^ - •- 1 E i our 1111 I 1 I r'- .--- - I � I 1 + 14 11 r 6- 1 , /tI l E.D• ED• : j' t I - -..' I : __/t4-T0.0 PANEiMATE WLS W/ � 14-1D'0 PANENYATE PLUS W/ .-.$j8•f . 3/32' WINO NUT WASHER _ /B'e ,I 3/32' *AD NUT WASHER *a I/.' O.C. (BEYONO) eDUREOR OCONCRETE RED CONCRETE CONCRETE BLOCK _OR CONCRETE BLOCK REQUIRED REOARED WALL MOUNTING INWAU ATNNN WALL MOUNTING INSTALLATION SECTION 5A SECTION 5B O RUWLAR PANEL O_ LIFE SAFETY_PANFI, SCALE 3/6-•1" ,..mvION11"'N SCALE 3/8-.1- SEE SINES 19 ! rm TAR ANCHORS FOE ! MOM Tim Ile. ram, t/.'a -W-1}IYCF SPACING FOR RMALLAt1011i WTD WOOD Me Action seces (I.) 3 3 FRAME 9U110IG. hill^" ANCHOR SPACINGS AND WMN4 EDGE DISTANCE ARE MGKATM 04 TISa •Rar t) G. 3 X SORDL E FOR " LESS TWIN MfD SCHMAE REDUCE ANCHOR SPACING n MRTXKYK SPACING. SHOWN ON SCHEDULE Bel, On) 3 3 ,n Waft Ls"Kmomma FROM BY THE FOLLOWING FACi01S FOR THIS d'OMEpN 10 ITT POSR.E REOUCEO _ _, In, _. - . . SFVCWC ONTAlO USING FACTOR SNALL NOT TOM LESS TIMINIMUM SPACaNC MONATED FOR EAC N ANCHOR TYPE ON THIS SCH®ULE I t/r - -. -- _ r - - -- - . ,AO fm I+ _ CODE CENEIRAL NOTES. V& in ANE-Z ILAN6 S'TORrE fAtJE1 �c_:'vM 1 E-Z HG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PEED-) I05 BEEN VERIFIED FOR COMPLIANCE IN B.♦) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 4)i PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIN BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WINO LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, 8.2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8' CALK -IN ANCHORS SHALL DE 15 7/0' INTO CONCRETE. FOR A WIND SPEED AS REOIRREO En THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SWELL BE PERMITTED, FORA F -t DIRECTION1AliTY ACTOR Ka-0.85. LUStIM ASL-E 7 6 AND SHALL NOT EXCEED 11ME MAXIMUM (AS.D.) 1/4' 9-20 SIDEWALK ROTS USED SHALL BE LONG F7NCtiGH(SHOULO ANY FINISH MATERIALF'X15i) TO DESION PRESSURE RATINGS INDICATED ON SfiEETS 25 i 26. ENGAGE 3/4'* INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO AS-D. DESIGN WIND LOADS By MULTIPLYING THEM BY 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (ALS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 h 26. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL RE AS MENTIONED IN 8.1) AND IN 8.2). IN ORDER TO V COMPONENTS AND ANCHORE ON THIS P, AS TESTED WERE NOT OVER STRESSED, A .13ZF04 tNCREASF THE FOR NA IN ALLOWABLE STRESS FOR WINp LOADS WAS Mt2L USED IN THEIR ANALYSIS FASTENERS SPACING TO w000 HAS 8EET1 DETERMINED IN ACCORDANCE WITH ND-S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ,AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032, AS PROTOCOLS TAS-20% 17 R SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TA5-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SWILL. ONLY BE ATTACHED TO CONCRETE. FROCK 2. THIS SYSTEM HIS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VAJO WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WWO/RAIN INTRUSION CAULK AND SEA. SHUTTER TRACKS ALL AROUND FULL 3. SERIES 70W INSTALLATION l5 APPLICABLE TO SINGLE AND DOUBLE FLUNG S1Y'LE WINDOWS WHEN INSTALLATION +5 REQUIRED t0 9L LENGTH. PERFORMED FROM THE INSIDE OF STRUCTURE. 13 STORM PANEL INSTALLATION SHAL COMPLY MTN SPECS INDICATED IN THIS DRAWING ELUS ANY BUILDING AND TONING 4. SERIES 2000 INSTALLATION 5 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTAL SUNDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PFRMO IS APPLIED TO. INSTALLATION IS REWIRED TO DE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PMEL SYSTEM- IS PAinO MOM. 5. ALL A 40NUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15- (a) THIS PRODUCT EVALUATION DOCUMENT (P.EO.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PKMOE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDNIONS DENTATE FROM THE v.E_D 6. Al AJIMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. (e) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEED. SHEET META PANELS SHALL HAVE SIRUCTUMI OWLLTY STEEL ASIAI A-853 GMOE 50 Min., GALVANIZED STEEL TH15 PRODUCT BASED ON THIS Pf.O. FRONDED HE/SHE ODES NOT DEVOTE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 56.5 Asi (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SFTE IS THE CONTRACTOR'S RESPONSIBILITY, 8. ALL SCREWS TO Of STAINLESS STEEL 304 OR 316 A51 SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON W THIS PRODUCT EVALUATION DOCUMENT WELL BE CONSIDERED NNVAUD w MODIFIED. 5WT8 W/ 5O AWI YIELD STRENGTH AND 90 Ae. TENSILE STRENGTH i SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.4 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTA, A-307 GALVANIZED STEEL, OR AI51 304 SERIES STAINLESS STEEL. WITH 36 AI, MINIMUM WELD STRENGTH. BECOME THE ENGINEER a RECORO (E.OA,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PE. D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TD THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) TO fX t�'jyar,� 4Qf� (A) THUS P ED. SHALL BEAR THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4.0 TAPCON ANCHOR'S AS MANUFACTURED BY ITW, BUILDEX, INC. (MIN. P'4-3192 P.s.,.) RECORD THAT PREPARED I - 1/4" a X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. it-3000 P.W.I.) 18. STORM PANEL MANUFACTURER'S LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - 114-10 PANELMATE FEMALE ID d PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUI PRODUCTS ACCORDANCE WITH SECTION 1709.9.3 Of FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. (Fc.3350 Ps i ) LASEUNG TO COMPLY WITH SECTION 17099,2 OF 74C FLCRIDA BUILDING CODE At) MDAMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2' FOR PANELMATE FEMALE IO i PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4'. X 7/8- CALK -IN ANCHORS SHALL BE S 7/a- INTO CONCRETE. NO EMBEDMENT Wro ANY FINISH MATERIAL SHALL DE PERMITTED. 1/4- ►-20 SS SIDEWALK BOLTS USED SHALL SE LOW ENOUGN(SHWLD ANY FINISH ARTERIAL EXIST) TO ENGAGE 3/4• INTO ANCHORS. G N T1•ANp CZ/ °•' A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON T,E EXISTING WALL DR T�A";-' ANCHORS ROOK, ANCHORS SHALL DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL *.- "�,CEN,s:'-.'Cp% BE AS IN Al) /AND W A.2). - - • No.44167 (e) TO EXISTING SON gy *:D'_' " : i * '*' - t /4' a TAPCON ANCHORS AS MANUFACTURED BT 1 t W. BUILDEx, HNC - FLORIDA BUILDING CODE (High Vdoe Nurrtcane Zone - 1/4' f % 7/B' CALx-IN ANCHORS. A5 MANUFACTURED BY OEWALi INC (Em-T5W Psl:) -- wmo iStE00. K. 20 GAGE GALVANIZED STEEL STORM PANEL OF, - Itt.-10 PANELMATE FtMAA.E 0 ANO PANELATE PLUS ANOIORS. AS MANUFACTURED BY ELCO CONSTRUCTION �II'(p DAItiAPDY. PRODUCTS (T'm.2071 v \ p.e.t.) � GLOBAL PROTECTION PROINICTS. TLC. 07n°RQ7° L rr%W' LPL I,.AI" //f S , "I,.. I!/ulr / 11 I E C O EMC i .690 S.W. Sl STREET "" lll!!! TOAR ego CWMANY DIE. FL U31. 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T�4 M IRBD� l"moo 4 a°''�t -0 �: \GINS" :✓� Ti lR4" -IY& it TNIm FOAL IXf1iMATCM 9EDmA3 = • NO. 44167 . 1--1•- Q ro• i BOTtOM MONTNm CA, a = . - FLORIDA BUILDING CODE (High VelocityNu cone Zone) © CDUBWfID IN Am 1W To MIT Nwr : I A�JArION' = 9 STATE OF .;" i Ewa "AGO Mc 20 GAGE GALVANIZED STEEL STORM PANEL D p WF - '� DETAIL 1 F� . FaGN x+IHEE C"---s� ISLE Sf},[L6.L ttP T �/ SCALE. 1/r . I' VIEW X P.m ar ' 3Oc 4P � ? I I L E C O .m. GLOBAL PROTEECTKSNt PRODUCT$ LLC. GATE_ MAN i I" �rl'A rI. -i:r r. s TAN.. = n. nave (Tw) F�Ac G,HMW, enT 20-176 am AH`- .. , R.r WTI-•m, .( tfAl/DWWMIW,I 04-Tpw7111 -eswr M MA,.a - WOTOt A I91R M.• PE F'. _ R Nl 7 a "WET " aF 9f (2) a) c- WC0(," U _0 L_ a) Q CL O o C .0) C6 C -0 0- � a) � O L_ LO = = O CIO L O .� Cn a) L R Q L_ IIIII (�� -0 -� /`CU^ VJ Q V ♦ }, L (1) _� > O C/) CDL CL Q) -6-0 M _0 U �a)�^ v! W w = Q Z Z Q J 0 SHEET NO. SH 1.2. I O I eI I _ 1 I Nlk�- 1 A' i..l 11. - 3 1. G � 1 ::( i 11 f T I.71 1. It A OE PIIESSUPE P N. TION -TO AIX�I TO =-MAXIW , (mil ) (OASTS 1 C N .66.0. -75J 70. OR LESS 2 e/16• I SOURED ,'. 2'. 3'. ,1T, 2NN AT YW .66.0. -75.3 70' OR LESS 2 ]/a- j a0LTE0 • .k .11 • S1m �,W/ 1 4"6-20113 SOF p�gS a WNWO AT OVERLAP It 4OX OF PANELLENGM Ja. is 11. _ N:H: .;•.. _.I.f r ' `M 4 ' w1 . r w 31 I .H1 1:1 •F .1 i7' :h: >11N 11. M M 1 iN. i••. .III.• I,.L - a F = A.DESI MAXIMUM ANCHORS SPWGrG FOR E- 0. - 3 1/2' - _� APRtARLE M SE•"w"s a I A/Nr CbTHEM N Low. PIRA I tFADiH 1• (M) TAPCDAS O4X-NN PAN[lA.R FEMALE D PArE1AMAfE PLAN M DOWCMETE TO CONCRETE Al0 c01HCeCE 170 ;�� To CONCRETE TO CoNcwEI'D 12' N/A 12' N/A 12- N/A 12- N/A I' k 2' (TOP)I1' 3• W TO' 3- S'4- S'4' t' S�KSTTOM). 12' 3' t 2' S' B' 6L a' 6' I • (BOTTOM) SERIES 1000 +. 66O, -75.3 I N/A N/A I N/A N/A N/A N/A 12 1/2- it' 2' (BOTTOM) 70' ON LESS 7• N/A 1 6 1/2- N/A 4 1/2- N/A 4 1/2• N/A j 3' (TOP) 12- N/A 12- N/A D i/2' N/A 9 1/2- N/A 1 3' (BOTTOM) : 12, N/A 12' N/A j 12' 1 N/A 1 12' N/A i (TOP) I 12' 6" 12' 9 1/P' 12' 11' /2' n' 1 4' (BOTTOM) W UNITED TO 68o ,ta.f. AS D. DESIGN PRESSURE RATING BSQ SHEET 26 FOR ANCHORS TYPE a SPACING FOR NETT 0 AJAIX)NS INTO WOOD FRIVOMINIM BUILDING ANCHOR 9 AM IPBMW mNE DISTANCE ANON (e1 iACI SCeEDU LESS IN EDULE.MUKTP FOR Ea ING TWIN REDUCE AFACTO SPACING ANCHOR ON SRe V ON sC`O1 YOTNt'(IND SOAK SHORN ON SU EDUi TICE nm FOLLOWING MACRO. F T THIS OP 0 O TAN F SMALL ALE. w AGIOR TO WI POD! REDUCED U35 T INDICATED TED CDR EAfHW MOR Aft E LE THAN 116MaW SPACING PIOIJIIEQ CDR fROH ANODES YIP[ A A'IHCf10N3 lFCfID no= Tow 1/4'. 1 1/41. 1/T•A TIC. iL.me1 I RWAUE'a 6Al10.n uLR-. lea MOIDII IMmR DWI ] 2 3 2 I/2 D, oY.rIIY AWL 9a) ,, I 3 ,/2 1 3 ,/2 a II011114. LA B.! 16011/W 0101011 1 1/r $ _ 71/r - -_ - w --- __ 3- _ Im - 1 m 6J 3 I - I ,PC - N40 I 1 + REOURES M olsTma BETWEEN BOTTOM OF PANEL 1 _ AND ® TO BE. 112' A4 i J I ++ REQUIRES MIDISTANCE BETWEEN BOTTOM OF PANEL I AND 0 TO BE 3/16- I 31'r -) M Hurricane COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 112-1') - _. - --. __-- - -IS.I Z5• (TOTAL WIDTH) - - - - '- _.-_ - _ - 2.1III - _. - _ -. 12.500' (EFFECTIVE MUM) -/ .. .- _ - _-L_. --.le]' ) - I/Y•-2W/A• .75a' L 6 /4 A"•) - - 1.250" r - To MCUSTUD 0 6 1/ _ ,2Y•, - OR 0 It ,/2. D.C. 1 374- ~. 300•,>- _.1 35G• _ - 1.350• _ 1.350• - 1 - `1.500' W. .066' 0• ) HIM, eE REVER301 I INEIWm _ OALVIFBZm STER I Ili 6) _ - "_ _ S.3TS' �' � 2.l)�- - oea-- �• - �. I �,' 1.671• \' ! 7.500• e ", yQ EDGE Am A� GRADE BD MINIMUM TYP 1 .004' HEe1MED 2w, 2.125• 1.015" �DAE f , 1 _- DETAIL A G-60 GAY ,a EDGE -II - - - -A - - - 1 I OB4'-j 1-500•---i IZ, ) - -TYP) ("I.) 01 STORY PANEL I I_I.330' - 1.]SO' - - . - - aTAX A- .-.. 1 .375• - 2.DOD'---- - T PANELS SHALL. E 0151I ALWAYS - 2.387" - - • , TOW LEFT TO REM Z c AT END .T LEFT SEE of ' LE PANEL (�) "HMI HEADER O3 'FIN TRACK O ANGLE WITH STUD �^•' T4WEI S aw LIP 11 % ' / TYP. TOP EDGE 0.024• (Min.) OF PANEL I GALVANIZED STEEL 375' t I f/ HrCAeKA EDGE ' ED os _ W-o.oPr / \� .. ,3Yi e.270'.1 /���\\-\\L \� I -_ .-.L;-�J,__��'6.6]51�./ -2T0' f . r:•( .- PANEL 1 I / / �'I - . f / I 0. 375• ..0p 0.250-. 6.250 �'�-��• 1 -07' 9.62s' , I- _. 2.590 - 2.a56 I /////� - HEMMED . • _ O I _ 12tl0- U :T . 21�,1 ISOMETRIC VIEW DETAIL A ,J3 '- ,; ROUNDED CORNER 0 ENDS OF PANEL'S 957 I - A61 IMr7m• i , PALL r.27o - - \) i S OR- \ - .DRAT' --2 376' - END UP W( HEMMED EDGE. 1. 625" 125' .�� 3.750• Dn• 2.500' DOI D67 �1 (TIP.) lI._75D O KEY HOLE WASHER J105-HIS4 RUM ALLOY I EDGE © KEY HOLE AT PANEL OF PANEL - ]S0- I I.124' .- 750' - .SEE SLEET 5 FOR WOTIONA .OARS• LIMITATIONS f SNIDE IENOIH a 11'. I -1 t.260' 375' O SLEEVE 2 1 - -I MAX. LENGTH i / - _ I25• ! OIAr VALID Frxl INSTALLATIONS IIl10 A ,a•- W000 STRVCNIE6 L 1:2 -- - -:19J' ! -_2DOO' _- 2.0. . 2.000' a am- 3 73(1' - 2.54a• , _ ,7e- I.- (TYP.), 1 7� (7 BID(. "H" HEADER ® "U" HEADER %J I t (Ti _ ,' YM To S- W.. - - - ----- E MAX, ®SLEEVE a aoD - I LENGT1" 1 G �� 11 "!' TRACK 0 PANEL HANGER SooD - 6061-Re RIOT n4 3e4� I -_Y. - N I (-.--T _ 1 311' 656' 50' 470' 275• 1.Q7, 1 T- m s I ,.,zs .1160. IIAI4H/NNAM,_ r��pA.TI(��/,I,,A (t��[4" WIOEi G62'P�•••.••••.•••, ✓ q� (USE ONLY FOR E-Z HANG STORM PANEL WIN.-1- ��: \,\CENSF '-;'� Ti4= SYSTEM) 6063-76 ALUM. ALLOY = N0. 44167 E FLORIDA BUILDING CODE Non N♦ h YNoeif Hu cone Zonal 2.000.I u 3, ., 'M7N O ®MIN. a ®_ 2 ■��/T//') � III o -{.L Plane n �. I 1 oes. 1 p,:DiID Ia3. L z 4'. STATE OF 0�'. �T�TJ� : 24 DACE GALVANIZED STEEL STORY PANEL w'n. _ - 2.000'-..-. N (ALP) 1 _ I_..._ . 1 - -SEE SECTIOVS - I ]04' : - - §AN 5, '' F """ f ~�O! v,, -. IL E C O LOP:. a m/27/e GLOBAL PROTECmN PRODUCTS, LLC. OAR. An i°00BR+%Witi Ia7sTRW 1® BUILD -OUT "F" O BUILD -OUT F TRACK 15 d( WASHERED A1,'c"L,p` d- / ! N•11-A WINGNUT NEWEL IN.. PRO tan'-.m •AM"Ij A�' ;M'I'1" u-co9e71. 14 FUISW: tse.)w-TINS FAc L.6H).m-o9r, 20- 175 .., oR.+w N. MACK ANGLE (7AMAC 3 PLLOY) 11 X4,1 0TURElynE wAL1TR A llllr b„ AE «161 aEn 2 O Is INSTALLATION INTO POURED CONCRETE DETAILS FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE- (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE BLOCK OE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK RFOUIRED. LNRCD. // EXISTING POURED " - {p,� '.' % aCA>E' CONCRETE ANCHORSr CONCRETE REQUIRED 1 SHEE75 9EDUTNROLX'N -TO(2 I j/' / _ _ - r /,, .1f...�..�H.r 1 1 , i1 _ 4R - [ - `- TW eLSDO TP SOa1 ' ./.'moo„• ss w3. M r /J ��2, / It/ - % 11 4 _ fA/V. CONCRETE ANCHORS • 11 1/2. O.0 T_ _ i 1 1 I 1 (SEE SCHEDULE ON 1/r _ - 1 1 1 SHEETS 0 MROUGH 10) , 1 - I 15/.V-2AI.f'� I LO � I [I � I ED II can ;_ W 11/4 o-C , . ��� ::. I PANEL LENGTH E7051'IN�D DI CLASS j it E D i I . : (SEEscormu SMELT I 1 1 I �„i j/ j - 01 SEPNAn01N �i Vi A u Y/ i I SCHEO�LutE (SEE��IE I 1/N•.-B,• ON SHEETS 1 l LHOT�Oa F 1• noK TO MASS 'n (SQ SCHEDULE ON 1 ss giant rN© +P 1 ON SHEET 3) SS eala r/IA�a SPACER kD�R -Aa DAER P' 1 t Me.. 1 PANEL LENGTH I W A 019Mp SHEET 3) I $ IIg BEET /61AL ti = 'I, We.. 1 •I + 11E ra PACE IDIOH vAN r� 1 \� L_ • Ian I (SEE SCHEDULE 1 ON SHEET 3) ++ n �- O,fll r�1 (�F��1(,`.�,( 1 PANEL L ENGTHH I I I (SEE SCHEDULE 1 1 SEPARATION _II �1A�55 i ON SHEET 3) I , LASS. 1 :(SEEE SCHEIXAE (----�� ;. `T 7 J - - - _.A i -'---- - (yASg -.-= v I - _�. ON SHEET 3) j - --- -_- r - _- 1 +�7 •L 1 I "1 1 I OFi' MAX. C` OF I MAR. 'A I [ O `:/ 1 I P E D I t C.D SPACER I OF L' 1 I O 12 1/P• O.C. .� _ ,. LENGTH j MAX I 1 1 I I ':2. I9y IEIW IMU4 r e M ,.- OL. 1 E ---__ I _-_-_ I ___H __ EXISTING POURED: CONCRETE ANCHORS (SEE SCHEDULE ON 11 . !'� l7 al CONCRETE N2HOR5 (SEE SCHEDULE ON i I .ate CONCRETE ' E_OCE OF WALL OR STAB SHEETS 9 THROUGH 101 c1' SHEETS 9 THROUGHH to) 9 7 2 1/8' LONG MAX. NUMNLW REQUIRED ' �. (ALT. CONDITION) u SPACERS 0 6 1/ 4' O.C. VALID FOR 7/4' EXISTING POURED -A AND PANEL -\ t)lR CONCRETE BLOCK EXISTING EXISTING POURED CONCRETE LENGTHALL S PERIOADS SHEET 3. .. CONCSCHEDULE \\,LL REOUINED. RREEQUIRRETIE HOCK 1' MAX LONG ALUMINUM SPACERS 0 (SEE ONETE - --ED. - _ - 4��q• -C�' 12 1/2. OC. (SQ TABLE /1 ON SHEETS 9 THROUGH 10) SHEETS 9 At 10.) CEILING AN1,j WOR MOUNTING SECTION 4 SCALE 3/8-1- - SCALE 3/e_,- WALL MOUNTING DIRECT MOUNT W/SPACERS ne OR SECTION 6 SCALE 3/e- I ,ITJI A .(4 *' •.. FJ,.: vCENS£ FLORIDA BUILDING CODE Non High VelocityHurrIcons Zone : : D. 44167 s em10 iLiE00 WC. fl. ' 1 GALVANIZED EL STORY PANEL 2 CAGE GAL ANQE STEEL NOTE FOR COMBINATION OF SECTIONS. E.D. - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUMNGS CAN BE _*, * :*_ - - = S •o: STATE 0I--,' � ; - =--, '90,f;• F(ORIOp• '' ' ��(-EJ DRAWN N 07/27/ime 11L E C O LNc. GLOBAL PROTECTION PRODUCTS, LLC. CATE. 1LLR ! Him IOU 51 sI11m &.,.wra. FL wHa SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ED • ,. •NG- y-- IO •'• - KW r W. r r 1WIoa n n1P4 20-175 I... Os1=IOW r.. IWH m-Iw waG MFXeF76M - (fti)SW 6767 I �Rr NNFNME���Tu1E/paE 01NN0 Ke: C.-Omat9 - P E .R H,.-1a A. PALT 6 a le INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (1) INTO EXISTING WOOD STRUCTURES --t. - ,/.•e IAr SCREWS • 1. O.0 ./ I I/7' Ym THREADED PENFTRAIDN '� (3) Mr 2'.4• WOOD �'I' - - - I/ -'I LAG SCREWS a /' CC w/ _ To Cl Sr.G WOW HEADER HEADER RCV.uN t/.: LAC SCREWS a 6. D.0 W/ + I/2' .1, THREADED PERETMIAH -FLAT oa ON FOGT: + 7" Yn 1HlO,1OE0 KNETRAt11kG - fl T II' 0 CXfSWo wNJop HEADER ;. Y I TO OISIIHID W000 HDIMR 4 C-r1. " S. 5. IT. f" •G CNDa It I l/4•-7DcT 1• YS 4 cool /+«+' S M.S !!! 6 CaPt W/ ]/6'MI::. � Ca 1' , I . LAC r f.l' S.M-S. •5'cc �S scREWs J 1 •.-2a.v.• TRuss , z' tan. . P o u END or ' /. I 'HRUO ENETRa:IOv 9 T w/ ] a'h3.r37' DIISTPNG W000 HEADEP 6 E E (SEE DETAIL Ill. i__ WI�YG µT '., T IIDTF 1A ecOw)DE DIEM' Rqa mm.w., _ E (SEE DETAIL 1/2f 4 CaM i •L� NOTE III BCEOV, 3/+6• AWm POP RIVE, 01«I' SMSND O II Mlnwro+H o< e.FRY Q • u END oI Q '- _. 5 I - III CO 44 Ye ) I r�ODOVOIRI rD R X 7 -1 - I 1 f a t 1! .L (SEC OCTAL +/PH tint RDi IA w".) I.FYJO MIIOER REDUCED •i: -� - i 7 v/,0• AIM. ,/.- -1 /.- � . '•- 3/. 5 2 4/+e• MIr I M.S N/ Y SCREW W1 SEPMADON 1/1'•-2NA,l 7: 110 CLASS ' 1/a-n3/J2' )je•eA7/371 I _ yy M5 W/]/6,.3J3]' Y 1 WING taFr • y wIw NU* e R u' oc J t WMG NUT e r E'J. PkRLAF 2 //a Zen i. �{CYCM :f/ER'JY Tr, I - AP CILIA- 2 ' V.•.-2o.3/r to cLAs L- Y SCREW W/ I Y/ SCREW r/ i% 1 �.. _• 'LE' I u 2 9J16' - i/B••,3/32 Y. SCPNMiKWI - WRAC MITT • W/ ( r- ITO GLASS j EVUeY O'1CWAY tl i EVER, OVIII I i ti 0 ,, II 1 i s' W J f r I - .i 4! i I - bs I N I j I f� r z g r 1 (j 3 Cell, R 9tEg 14 • s o - WNc HM1 I I I ..' 1 'I .. • t7' OC L 1X 12 -. _..._ --I ; 1 ,._ _ _I {' Y YLl>ANI FEMALE n 6 - • /.Y 3 S O 7 32 NVT ANFLwiL 0.U5 W QI I({I co a/a 1� I'•'� DR t//H •-20AWW3NN//. a- M^ TIREANED ,,/i P_2p.3/H" M.5THLAIBSCRrW ( (SLT•NgiE ,A BROW ) T1IA:1ON! 12 1i2' OC 11 - -I w/TI/4-tSJa• �I - G/Ni I/G 5CRE1'IS 1 a' OC W/ __(7TC REWIw.D 7/e'i 3 /LESS Y5 W/ , 7S0 I- Y - ON•SEL W: 7• YIn TIIREI,Dm PONErRA • // _NUT NO•F BELOW) OMOM O PIAIE A) SERIES 2mP ta FLAY OR ON EDGE-6 f)Pr i ..- , > 1 us TwJu§scREw �4c Norz 1A eOc« 4 /�1� / / la / IY � • 2A] .• 4S W ) '4.] 37' 2 4-'O PAAiE 11 M )in MN, RMTR4TLIN • .I • Ce", UI ! ' 2' O C 5UHE5 10D0 - '� +/f•. JIG SCREWS a B• Cr I.; I/.•. LAC SCWTW5 0 6' OC / M^ (2 2'.f'INSTALLATION WOOD R WEOugEI { -2- Alm. 1 1/2 MITI TLY.E.01I FN'NETIA10. Y (P) P',� _ ' 1/2• M'n 1M EAtIED PENETRATION ALTERNATIVE 2'FW • YDWD H a PUSS W�AyLL�.r ALL10Y� ,HOOD RATE --DIETED �M�O�UNT�I�NG FVT Oe - CDGC YIn 2'.i WOOD MT OR ON REQUIRED Ew SCALE IPV,E REQUIRED FVI �jt ALTERNATIVE 1'AW . BUILD -OUT MOUNTING SCALE 1/1'-+' FLOOR TO GEILNG MOLINTLI±G Emus INSTALLATION ALTERNATIVE AN I INSTAILAW.5 ARE OVA) VALID FOR BUILDINGS WnN A.SO. DESIGN LOADS 11M11H1//NA SCR( ,/4'. i' IJP ro .66.0. -]5.3 PH AND PANEL'S LENGTH VP TD S'-fO' _ - A T1 NPOLTERN_A� W ,,yy��IH 7 rpR NEW WOOD FRAME CONSTAVCTI(1N. WOOC MEMBERS 10 BE SOUTHERN oWI "•�'\F•t1�..:.. L[/f , SCALE 1/4 -1• PINE No, 2 W/ SPECFIC DENSITY OF 0.55 OR EOIAL _ _ �P• \C DNS••'•✓9 FLORIDA BUILDING CODE NI h VelocityHuFFICC,* Zone)] _ !'�� '* No. 4 : * o�O10 "ECO. we 20 GAGE GALVANIZED STEEL STORY PANEL oRw1HG e, SEE SPCGOYAT MD REOUIRLlIC1IR FIN, I 0T STOP BAR +/yam At i0P AI WELL A6 PAKIK_C�J� CNNeECRW TO TRACKS ®L OR o_ n acT+7W. BUSED ON WOOD HLADEA _ _f Imo OR 20m YRWS e6TAwTIDN ,YPE W 4tEET 7! R •C-• STAT OF I -' - - r- / PE/2W/EaiP - 9'• '� GLOBAL PROTECTION PRODUCTS, LLC. F<0 0T 1L E C O INe o"� IKr�,T•1 cDMP/M2gN DF sFnDMs ALTERNA TOP Anne wDDD ♦ ,R',. .•� , `� ' /j Syr Imo s.. 51 STREET •. v-, , .. •ft� l " -� Tw i m .A(`s '. Slw Ram 20- 176 +I . YwR,EDIVIL W n y r P+MT. (16.1AeP')Ma. FAiY (P7.Yn-eXT TOP : wrrTw LANNTNGS cw BI coMauKO N Arrr cDNDmoN !ANCHOR E-Ex7�.TYfY Sip w.- 1]AU Hr..IeM M .DIP} M_1YI N .. i. WAY TO SUIT AN+ INSTALLATION SGIL 1/a' WAY` ; 1' /INN/r/tl/ 111MMR G-0m6i1P OaW,I/4 No. T PE YAL/'9NM E/NR 'COTE SWNTEP iRAE.S NOT 5„OwN TOP CtAM,Y WAIT[W A. TLL,I LI.. PL lit .1 T .w M ELF „ SINGLE P►NFLS (-h IOIWe�EP1MPn AT TOP OR BOTTOM WITH TRACKS C2 OR 1, * MAXIMUM PANEL LENGTH "L+" OR "L-" (".) 0 6"A" A.S.D. .ESA w 6.E . CONCRETE k WOOD INSMIUTIONr t 200 12'-0• I.--,. no IY-O• If - Jac Ir'--e• to' -sr, no ,a'- ?a, 10'-0• 400 ,0-,- D-4• 4so 9 r a -D• -- SQO'--- _ 55 - e0.0 65.0 - Mao D ,. e Y a 3' G =0• 7-e• a 4 a 0• r r r ♦• r-o• _ 750 7 5' 6'-f0' e0.o 7-2- _ 6'-7' 850 7 -0' 8'-5• 6_0- 95.0 - 6' 0' t000 6'-s' 5'-IT- 1030 _ 6'-3• s' 9• no.o tso _ _sir s'-e t9.6 __ s 3' BETE- CONCRETE BLOCK h WOOD (t) AINn s PAW_- rt W G) 111STfNNEp A7 EAf�N END WITH TRACKS (3',_ 41=fj h 11 4R D. M.. 0. O. OIREGT YDUINTED AT EACH END* MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 /AIiamu I AS.D. DESIGN PRESSURE RATING (P..0 1. a -) CONCRETE a1 WOW INSTALLATIONS t Lw Lr zoo 14'-4• rJ-o• no t71- l0' I I •-7 Jac II •-a• 10• 7' J3.0 10'-I0- 0'-9' 40.0 0 -6' 9'-2• 45.0 a I e'-r _ S0.0 -si0 _ 00.0 _ e 7 a'-2' D r-' - 7•-51 _6 J I 0 ss.o __ 70.0 _ 7 a 11-3. r_2• 6'-II' 750 7-2' V-6• .. Sao 7-0• 0'-3• k50 77=0- 6'-J• 90.0 61-9' - 6'-t' 05D 6'-7' S' -10, loco 6: 5--7• WILD 6'-3' 5'-4' ,,Do - - 5.-I• 115.0 - 4'-,a, t ly.6 4'-e' UNA" SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED 4 170 9 I, WWO SPEED > 170 M.P.n (") VNRESTRAMED RESTRAINED LMRESTWNED RFSTRANED 30 OR LESS 1. ,' 6' 6 1/4- >33 TO e0 I• 1• 7 ,/2' ] 1/2- M.-I.I., 7 t/2• 1 1• I' - 7 1/P- MINOAIM PANEL LFIMCM (in1 FOR ♦ GIVEN MOUNTING CONDITION TOP BOTTOM DIRECT YOVM 'N• HEADER - HEADER 1.5 ' S' ANGLESTUD Y„ j rPACK ANGLE W/sm CLOSURES D BT'I.',ITRACK K'ii10E LLB' S - IRER DMOUNT 46' 32- 32• 35' 55" 50' - 4 1.5111.5• STUD ANGLE 35' 32' 32' 32' I 12' 38' U. a r TRACK 55, 32' 32' 42' 67- eo' 60' 1 r s=5 Dsu� AND" SO- 32- 32' 38" 50' S6' S6' 1 50 32• 32' Ja' 80' S6' 56' 2/4 3. LIAR ANC HORS (SEE SCHEDULE ON 'I' MIN.-- - - - - SHEETS 9. 10 4.11) - - - - 6 0 ,11/4, 3/4, 4/5, 5/5 & 5/5 W/6. 2W/6, 3W/7 ITE 4w/7 J• MAX _. _. �I, WIN - FT I---I-1-1-'--r-l----r----.. .-.1r-'-T-r-I 1-T-I--I-'T1- ----I. I ®'®DFIL� 1 1 I I 1 ! I I I i I . I i. � I W Li L_i_i_I_L'.L� 1_ i _ . 1 _i; I � � I 1_ . _ �i _ 1 I_I I- I I I- i 1 -1-• 1 I i' ' i i G- T bt 1 !-� II i 1 (; I 1_I A -t I r i I -I 1- I_:_i , I 1 1- I BOLTED PANELS W/ N il-20A/• UNBOLTED PANELS I (SEE SECTIONS AS I T S.S. M.S. DOLT W/ d0 EA OVERLAP APPUCABIE) i (SEE SECTIONS AS APPIxABLE) I1! I II ii �II'�IiIIIIi I I i I I j I i I I I 1 I' I D i I 1 ( j 1 1 I D.M.. 3Q. ®. 1 - - - i - _ 1 I i - -i j' a. It at o I a`- i -I, 1 @ OF ® - 3 MAX a _ 3- MAX _ 1' MN. 2/4 1/4, 3/4, 4/5. 5/5 & 6/5 F• MIN. T W/6. 2W/6, 3w/7 a 4w/7 - --- - -- ---ANCHORS (SEE SCHEDULE ON SHEETS 0. 10 k11) REGULAR STOj�M PANEL CD ELEVATION 2.687' N.T.S. 1/4• W.-GAP r (leI ONI -1 WEOLE VALLEY) T T 1/4 LOX.GAR - SECTION A -A N.T.S. NOILA all) L.. MAOMUY ALLOWABLE PANEL UN M FOR A GIVEN PGPINE A-SM OESION LOW L-: MAX ALLOWABLE PANEL LENGTH FOR A OVEN NEGATIVE ALSO.W DESIGN LOAD (2) PROCEDURE TO DETEMIE MAXIMUM PANEL LDNGRE FNEN A POSITIVE A.S.O. OESIGN LOAD, DETERMINE MAXIMUM PANEL LDNOTM 1.' FROM SCFIEDULL ON" A NEGATIVE AS-D. DESIGN LEWD. OETIOUNE MOIMIM PANEL LENGTH % FROM SCHEDIAE FINAL MAXIMUM ALLOWABLE PM4L LENGTH IS EQUAL TO THE MUM OEIEIBINE➢ ►N4L LENGTH BETWEEN 1.' AND 1-'. (J) SEE SCHEDULE BELOW FOR MM. PANEL LENaM FOR POROSITY OUAUFXCAT*N. t NSTAIATDI6 INTO WOOD ARE UNITED TO , 95 P.el. MAX ALSO. DESIGN PRESSURE RATING MM-1• H 9, 10 k Il FOR 1fAX ASD. OFSWI4 LOWS a YAx. PANEL LENGTHS FOR • \)UtNS•'•;✓'`s FLORIDA BUILDING CODE (Non Hilgh Veloclity Hu cons Zen•: * 0. 441gj .( � •gum TATrso. we 24 GAGE GALVANIZED STEEL STORM PANEL ae.' �'•. TATE OF y _ _ _ _ r 1 L. E C O 1 N c PROTECTION PRODUCTS. LL.C. 07 DATE OA F • ySf IN.. / ORIDa <(4' a'%lf+p-1v r-��,P� / A i -Cl1G _M5- . t[tt"r°` sA 1WM. wma n A'uilOWE - a.: b+-,w oPR VI-1n, .--IOU YM rn SMM eR 1 - (w)w-n1a FAX tPuNeW_W»7 -- - •-� - - - FCMXA 20-175 INSTALLATION DETAILS FOR REGULAR PANEL GENERA) NOTES �n Ea ■A! IIPT =,�nr k - IMIa eT.r1 1110183, (C) III LXISTING mK ..YIN. 5Fj,QIL1Q-Gp"ry-_Q,.- D.55 RANI.: I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PEM.) HAS BEEN VERIRIED FOR COMPLIANCE M ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I I W BUILDEJI. INC r T ] FT INSTALLED A HIGH WIN H 0 N EDITION) 0 THE FLORIDAFLDRIDA HAIJXNG C0�- THIS STORY PANEL SHALL 0 BE S ALLIED K. E IO2 { EDI ) - j14-I0 PAT -MATE FEMALE ID AND PANEUAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSMUCTK)N PRODUCTS VELOCITY HURRICANE ZONES (MIAMI-DARE / SIMARD COUNTIES). - 1/4'. LAC SCREWS PER H.U.S. P F A W DESIGN LOADS S B DETERMINED AS PER SECTION 1609 OF ABOVE MENTIONED CODE BASIC WAD NO 7H[ - 7 A 1 lfI P � CO 16'.. 5 e' BUSHING. S DISTRB ED By All POW S('REW. BOL" SPECIALTY / WOOD a P T P F A SPEED AS REQUIRED BY THE JURISDICTION 1V.tER£ STORM PANEL WILL B INSTALLED, ArIO DR 01RECi1pPW1'IY FACTOR S Y T FOR TI M- N x r P n D q.BS U51 ASCE 7-16 AND SHALL 0 EXCEED THE IIII%MUM AS D. DESIGN PRESSURE RATINGS MOICATED ON SHEETS 1 F t 1 ' USING ) C I MINIMUM THREADED INTO W000 0 7APCON ANCHORS SHALL B 7 AND 'FUR ELCO P EL ( ) E / 2 EL AN MATE PLUS t ,7 1 F 3. D ALE IDIATId1 FEMALE 2 a 8 AND PANE E E 10 lA1ALC VIAL DERV N ORDER TO VEMWY THE ABOVE CONr0IDN, ULTIMATE DESIGN WIND LOADS OET'EIBIIN£tl PER ASCE ?-IB SI4ALL BE FIRST REDUCED TO ASD. DESIGN PRESSURE RAZING BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE MESE W/ MAX (ALSO) CS) M'IMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2" NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 9 THRU 12 AT17. 16 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF ME REQUIRED THREADED PENETRATION N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN ALJ.OWABLE 1 MIN-V INTO W THIS i F WI WTHEIR ANALYSIS. FASTENERS SPACIAL TO D HAS BEEN DETERMINED N C.! EDGE DISTANCE OF LAD SCREYK. W000 stall BE AS INOrJ,Tm s DFA,WINC S RESTS OR NO LOADS AS MnCAE USED G w00 ) ACCORDANCE WITHN.D.s. zQ:e SiDRM PANEL'S ADEQUACY FOR IMPACT ANDWIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609. I.7 OF C.4) MINIMUM PENETRATION OF *DOD HUSHING SHALL BE 5/6' 7/4. 6-20 SCREWS USED SHALL BE 1 1/2" LONC MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /0614 01-01 AND #0219.02-09. AS SHOULD STUCCO EXIST, AND I- MINIMUM FOR WALLS WITH NO STUCCO PER SSrD 12_99 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT /1123.01-1D AS PERIAS-20, AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) M CASE THAT PRECAST STONE. OP PRECAST CONCRETE PANELS, STUCCO OR W000 BOARDS E FOUND ON THE EXISTING FI QRIGA BUILDING CODE WALL ANCHORS STALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) a C.4) 7 AL1 ALUMINUM EXTRUSIONS TO HE 6E/63-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (D) ANCHORS SMALL BE. INSIALLLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TH( ANCHORS MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-11I4 ALLOY B nNIELS MAY ALSO BE tNTN1ED HORIZONTALLY FOLLOWING INSTALLATION DETAULS SHOWN ON SECTION , THROUGH 6 (SHEETS N 4 ALL STEEL SHEET METAL PANELS SIILLL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 6C MINIMUM, C-60 GALVANIZED THROUGH 5) EXCEP- THAT HCAOERSQ &® SMALL 14M BE USED STEEL DESIGNATION WIFH'- 92 2 Kw (AFTER ROLLED). 9 ,T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDI OF THE STRUCTURE WHERE STUTTER 15 TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WODO FRAME HIADRNGS 5001e W/ 50 kt IEL:I STRENGTH AND 90 WA TENSILE STRENGTH AND SHALL COMPLY IN/ FLORIDA BJRDWG (,I SECTION 2-11 ! 3.4 ID EACH REGULAR STORM PANEL WTTAI LENGTHS OVER W0 AS PER SECTIONS 1, 2, 4. 5. 6 AND ALTTRHAIIII 1W, 3W & 4W ON SNEEIS 4, 5, 6 & 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND INStPUCTMG OWNER OR TENANT TO E BOLTS TO BE ASrM A-307 GALVANIZED 5TQL OR ALSH 104 SERIES STAINLESS STEEL, WITH 36 IP, MINIMUM YIELD STRENGTH SECURE PANELS WITH APP•UCABE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANC/KU. 10 WAS. SMALL BE AS FOLLOWS 11 THE INSTALLATION CONTRACTOR IS to SEAL/CAULK A.I_ SHUIILR COMPONENT EDGES WHICH RERAN M CONTINUOVS CDNIACI WITH THE BUNLDING TO PREVENT WMO/RAIN INTRUSION Ln (A) T2Eat-0 IBANCHO TAPCGNNG T iH P T 4 T MANUFACTURED Y IT.W 1 X INC l c- I ,2 STORM PANEL IN T10N S COMPLY VAT. SPECS INOIG7 N H5 DRAWL P V lK M AN - 1/ P APCON ANCHORS AS HORS AS ED B RV LDE HC S AS 92 P...) EL SJLPf SMALL PL ED DRAWING PLUS AN B LO G D LUN:NC RECVLADONS r D THE .JVMSO.. PERMIT IS APPLIED O F IRO`ApE BY E K)N WHERE - I A' e A 7 e' CALK -IN A4t10R5 AS MANU ACIURED By oEwnl WC INC - ,/4'e . 1/4' $00D-SET ANCHORS. AS DISTRIBUTED BY ALI POINT SCREW, BOLT a SPECIALTY CO .1 (W THIS PROD1 E PREPARED BY THIS ENGINEER IS GE AMC GOES NOT PROVIDE NFgRMAtgN (M�n t•c-SWo Pa..) ) 1CT EVALUATION DOCUMENT -H r0 SITE SPECIFIC arec. 16 ERf THE SHE C(x+DIT1CN5 DEVIATE FROM THE PECT TE R A In ,AIR WH P WERE PE 11-1D PANE WTE FEMALE E PANELWTE PLUS ANCHORS AS AANUfALTMED BY ELCO CONSTRUCTION PRODUCTS - 1 4.6 ALAI 'AMAC IN ANCHORS AS MANUFACTURED BY - T HNC / L OEWAL' (6) CONTRACTOR TO &' RESPONSIBLE FOR ME SELECTION, PURCHASE Ali[)I NSIALUATION MCIL'ONG LIFT SAFETY OF THIS PRODUCT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 1E 1 3/4'. 2• FOR ELCO PANELWITE AND BASED ON THIS PE.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT I 3/4- " LIMAC WNL1N ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPOMSISI W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED RN ID IF MODIFIED A2) GARRET-W IN,SOLID-SET ANCHORS SHALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' ♦-20 SCREWS USED SHALL BE 1 1/2 LONG MINIMUM SHOULD STUCCO EXIST, (C1 SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH W1U. BECOME THE AND I' MINIMUM FOR WALLS WITH 40 STUCCO. AND MAY BE HEADED SCREWS OR AL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E 0 R.) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE m WITH WIND NUTS PROPER USE OF THE. P E 0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E D ENGINEER. SHALL SUBMIT TO MS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW A.3) IN CASE IHAT PRECAST STONE. PRFCAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTINC WALL OR FLOOR. ANCHORS SHALL BE LONG EMOU(NA 70 REACH THE MAN STRUCTURE BEHIND SUCH PANELS (.) THIS PE.D. SHALL BEAR THE WTI AND UHK•INAL SEAL AMC SIGNATURE OF THE PROFESSK)HAL ANCHORAGE SRW1 BE AS MENTIONED IN AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (R) TQ-12gnmC CONCRETE I""FAIL ASTY C-I0' 14. SHUTTER MANVFACTUPER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- • TAPCON ANCHORS AS NwUFACrURED BY I T W RVIL➢EX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170992 DF FLORIDA BUILDING CM ONE LABEL - I/4- . . 7/8• VLSI -IN ANCHORS, AS MANUFACTURED BY DEWALI. INC SHALL EE PLACED FOR EVERT OPENING LABELING TO (oMPLT WITH SE(7ION ITOg 9.3 or THE FLORIDA BOLDING CODE - ,/4-. A J/1- SODU-SEI ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO - /14 10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRo73LLaENIINIIA', - 1/4' a ZAMAC NOUN ANCHORS. AS WAKWACTURm BY DEWALT, NC a4HIN�'�(''�C--(� A:. N.1, r'� N •) MINIML;M EMBEDMENT OF TAPCON ANCHORS. F3t0 paNC1MATE5 AND 7AMAC NAILM ANCHOR, INTO ME �'�,\CENrF, BLOCK UNIT SMALL BE 1 1/4' FLORIDA BUILDING CODE Non High VelocityHu cone Zone �S LIFE B1) CALK -IN k SOLO -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO THE CONCRETE BOCK (UNIT NO ,N.21I%,44 e2mm 'l,[N We 24 GAGE GALVANIZED STEEL STORM PANEL aaw eY SMALL ' ,/2' * STUCCO SMALL BE PERMITTED. 1/4 e-20 SCREWS USED BE LONG WNIMUM S•+OULD �o EXIST, \ � on oneW3) VINO :' MINIMUM FOAL WALES WITH NO STUCCO. tG •O:�' ' �� P" STATEj E C O LNcL GLOBALPROTECTION PRODUCTS, LLC. IN CASE THAT FRECW STONE. ON PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU EIt,_Z"'Z-J TROT 1�BIKIOra I I-- IONP� �'n?��TEXISTING HALL. ANCHORS $HN.L BE LONG ENOVGH TD REACH THE MAN STRUCItIRE BEHIND SUCH PA S -Pn:-. -m I- tAW1,+1-,A1 " M10X r,M)-=& IAA (664)eeA- l 2O-17S WMHORAGE SMALL BE AS MENTIONED N B.1I AND IN 82) Irys/OVAL ryDRpa)+a OM.Wn Kr H IIIIHfinD11 INAI AL 3NA/90NMLWE/WE MLTEW A MIT Ar., •E - «1O sHa'r , a 15 INSTALLATION DETAILS FOR REGULAR PANEL C1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - QL WE CONCRE BOCK RETEIBL COR ONCOCOUKC REOI-11 /A' REOUR1m. CONCRETE ANCHORS CONCRETE ANCHORS (SEE 5l?EDDLE ON , SHEDS 9 MRoucN Ic / -� (SEE SCHEDULE ON SHED s 9 rH1T000HI To) �\ MSTING POURED - 1 -,/2L _._ V 1 v COWAVE BLOCK 1/.ti-ao,1' 3 T ( 1/4- _ V2- I I/4. REQUIRED. - - IY • MEN, VOL. 2M%I_ -- !AN(. - CONCRETE ANCHORSy-. -- , I , , (SEESCHEDULE ON _ I I I EC I E D I SHEETS 9 THROUGH to) I I ..- / /' j, 1 EQI r EOT I I I II; 1 O I 1 CID J•,� h\ T I L _ _._ I i._ tp eaalW r. - � 6 1 I - -T "j 1y/l�eaa. '1 - ED f' I SEPARATION - ro c1A55. EXISTiNG'I� (SEE SCHEDULE IA 1 9a mW wHa j1 I uxRn aWl 74i 1• me. II SfPT1O1 -6g TO G,A55. 4 (SEE SCHEDULE T-.A 9. o I t>s w. taw I LePOIH wd T-4F) i •, 4 1 CLASS I ON SHEET 3) j! 1 I PA NE LENGTH 6 ON SHEET 3) I 1 I 1 I l 1 (SEE SCHEDULE I ` I •I• M. IMn. SEPARATION I 1' Mbs. I I ON SHEET 3) 1 1 PANEL LENGTH 1 TO GLASS. i SEE SCHEDULE I PANEL LENGTH 1. { DOLETHROON D 1 f 1 i (O I ON SHLAET-3) (SEE SCHEDULEET3) ON SHEER J) SHEETS 9 ,01 SHEE'TDJ H i ,1 '2bz I SOB OF 1' N r 1 I j /� 1 1 EIISTING? 1 1 3 - ; I I -RASE 1 5D71 G1A55 i i _ § E.D. } i 1 , 4Y-Ib1' Tim w%�eac -: I OF 1• I �I AIAX. I (1 I �.: % 1 >' E.0 j i I E D 1 LESS§ I ED. I I H I, -- 1 '-1 I h 51 I N(� 7 EX,STING POURED_ CCNLREfE OR I 1 0 12 1/2' O-C 1 'i ``J'� I(AS APPLICABLE) iili a am n"�ioeW a mr4caETE BLOCK 1I 11 ,, I CONCRETE ANCHORS v 1 - �--EQ-EQ- ,/-zw" S3 .4 r/ NUI REQUIRED, I I (SEE SCNEDLNE ON SHEETS 9 THROUGH - 1 -. 1 � ... 1 .ALTERNATE • lr I/r ac. - 1' Yin - TO) . W/ ®CNLY WHEN SCUD fy..'. 1 LEG LOCATION .1. �S, 4) SEETT HORS ARE USED k CALK-IN WHEN DOSTING POURED CONCRETE OR CONCRETE ALTERNATE CONCRETE_ _ ursTING POURED CONCRETE CONCRETE ANCHORS PANE ANCHORS ARE USED. BLOCK REOUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED. STAGGERED W/ SAID (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH to) SHEERS 9 17HRDSOH ID) BUILD-OUTl�l SCALE 3/9- I' _-OSIHIIHIS SSCCALLEE 3/8.1• WALL MOUNTI SCALE 3/a.I- NIA VI11111111//1N A. y1 •.........(/p �s�4ER CENS FLORIDA BUILDING CODE (Non High Velocity Nu cane Zone) E.D. We DISTANCE FOR COMA N OF - . 0.44167 a STATE OP �-�•, - "�- --- ou2o aEca 24 GAGE GALVANIZED STEEL STORY PANEL - 1 L E C O ... GLOBAL PROTECTION PRODUCTS, LLC. . 1�'wNOTE MDE SEDGE EE SCHEDULE DN TOP & BOTTOM MOUNTINGS CAN BE 9 �'.., n�,_ r ( n` .. "'^ 14m Se. 51 51,407 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY '•, F' ORIO •• ..''Gl ! T.,G'N7N'Lel ..'E',T'ol_ J,a WrW, W,ma fl n,.- nOAY- - e f>rA .,-M)• PING( BANE. Ft w+N (M.)eAE. FIL FM (,,,-e767 20-175 INSTALLATION. yIAAI lQ m r: A IlltOita i T„1E/MiC WMRR A 11LLR N PL a-O9on+'.-TV" gar . d I INSTALLATION DETAILS FOR REGULAR PANEL J� ' INTO WOOD TE LG 4',8' (Min.) EX1STe1C WOAD __L_ - - - - - 1-1 � - BEAM REWIRED. STRUCTURIZ - ADEQUACY OF EXISTING WOOD T BEAM 0 BE CERTIFIED CO R REGISTERED ENGINEER OR , ENGINEER ARCHITECT POOR TO SHUTTER " / C NSTALLATDN. WOOD ANCHORS - ALTERNATE WOOD ANCHORS_ (SEE SCHEDULE ON 11 - 1• MI, - 1.• MD, eAPI HAD (SEE SCHEDULE ON ' SHEET 11) - _-m--m._ SHEET 11) .� x-_, 1/a• I/:=Tu,.a ..' /.'-2b1'Ss Ys I/IAtr • 1I /2• - fl I/.- I 1 uAx. WOOD HEADER_ - M 1/2- 1 - _ ��,11� -- -N - I E1`GLASS-'; REQUIRED '-{- _ I_-_ '': I i Il. ^•-2a1• ,✓ \ i W000 ANCHORS 1 _ 2. 1 0 W e �'mPCC 1 1 _ (SEE SCHEDULE ON't , 1 1 MI1 1 j C) SHEET 11) -' r---..--� 1 j T Cl)PARATON --i CLA55.(SEE I 1 SCHEDULE � IT � L.J 1 I 1 1/.'•-za,' E ON SHEET 3) 1 V. ea Wo "iHAr0alaNeFIP4 I I MITI. SEPARATION TD CLASS. I _I I VA /% Loom, OGO, r-h .L. r I ISFT SCHEDULE ON SHLE, 3) 1 I '/.-I;I; 1• No SS, PANEL UNGTI A i MIA% I _ _. I SCHEDULE EXIS'TNG, t T [}/.J/ 1�aor-6') 'R SEC SCHEDULE (ON SHEET 1) (SEE -'LASS ON SHEET 3) 1 I �. i-• I -(, 1 ---- I , - [ I - 5o)I 1 1 !-, OF 1' Nil E ^ I OF 1' i I No 1 L'.l �� I 0 12 1/2- Q.E. I 1 , .-�-.i I I EQ 11 NO FIN SHI I i II ,r /'-'IaI1• ALLOWED 1 1. EO (- s.S,�oI HUO Ban 2-xe- W000 . _ - ... _ _ _.. DECK REQUIRED 2.14' WOOD PLATE REQUIRED -- - • WCOO ANCHORS ANCHORS WOO_ (SEE SCHEDULE ON (SEE SCHEDULE ON r ___ J/a -. - SHEET It) SHEET SHECi I1) __. __. _. _.._. _. 1 - . 2' Min __ - ._I. . .. ,_ _ -. CEILING AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/5- I' BUILD -OUT MOUNTING ALTERNATIVE 4W MWUMHN7IV7A 564E 3/6-1• A. Tl(l% . �'� ',\CEN' r��IiG= a �` NO. 44167 i I NOTE FOR COMBINATION OF SECTIONS: * ' FLORIOA BUILDING CODE Non High Velocity Hurricons Zone I . IN57ALLA71ON ARE ONLY VALID FOR MAX, A.S.D - * - z •»tP ATIm AX- F.. TOP O UNTINCS CAN BE P P 0 & BOTTOM YO PRESSURE RATING .s.r AN AN LENGTHS DESIGN S G 0 EL LE ( P ) s •. s •. STATE OF •Nz 24 GAGE GALVANIZED CAL ZED STEEL STORY PAWL LATH./ N. A COMBINED IN ANY WAY 70 SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTAL FOR : F ' C7•<f= ��JG,�. j LATION 2. NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Rf�` SILK // - /ONAL EH 10 LNc. (2,LOBAL PROTECTION PRODUCTS, LLC, Am S.W el V.w m y> DENSITY OF 0.55 OR EQUAL ,4- Lb•-� /NInN 00 T1W�IXYTNe A EaWW1� RMO COMPANY - W_ - Msoa n .1. °"WC it m+f 10, , I T+.. LOUR n1-AW N. DRD --I- " NID/E L . 811-HH. FAIN f15Mkm-B2D] 20-175 Pc YALJSRPAIUPE/MR d-COOI7,1 MLIER A nLA Jr.. 10IPE MINING No. Blai i p to ^fi^'e ^W W I � _ C0 O N � U N a) Q C O L- C -0) Cu -0 0- '^ VI N �V U O 0 Q L O C / �IE LL .VJ -0^, CIO 0 a) •N = W Cn CIO O '� -0 .0 Cl) V 4 z W J (1) C: m U m L. L Lu Q z z Q J a_ „, -1••-I-J0 W �/= v / m 0 L CL CL 0 0 0- U) W SHEET NO. SH 1.3. a END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY 8E E-Z HANG STORM PANEL Cf SYSTEMS 11 jl 1 I I �� 1 1 __ `4 ,© I® OR POULED C10.1"L ... VARIES I E � Ysa'' wood "MAX 2' . 3' ..067' 31os H-14 OR a, S. 1b'I ® 0. REOUR[D 6063-76 ALI Coln KW. I-`. ANGLE WITH ,/.... , 3/.' , 1/2 TMODN Ir O.C. _ _2 'OARED CONCETE CONCRETE 10 l MA + I , a•. H I 4 D- COCK OR 1•.a''MD00 rwILE POIAED CONCRETE I / 3/ TAPCON RCOUa® CONCRETE COCK p6 I L __ F1 ANCHOR • ti' OC. 7 t/2 ''1_ ria' WOOD PIVAE 11 I `iy OR® •� A:I„ -' REQUIRED .4.F Mm - 1 „/A• rX 7 1 1- \ / L 1 //ram^ l r J' Tv12- ANCHOR Wn ALTERMLtE LE(i LOCATION __ • li' O,C I r . 2• r I55. 10 ' vAAEs 2 I z• , 5' . oa5• CO1tH. t 1 .I S• AAA. 97< L KIM ALUM. NOW OR M , V _ _ E D60' ALIM, 154 9RE7 --» PnXEQ CONCRETE CONCJIEIE 11 `5 A _ 1 - TpK* A AWN. • NET KMi PLATE COCA OR 1'N' x1000 ERA1,E T' X i x ., ig' I' I :- I 16-1. OR6063-T6 Att. 'I . 2 t/7' 1 J I� / - 2. - I /- 1 1 , PEOURFD CON,. ANY. ANr4E I Min. x / YOA. /1---r--- -J MaA. GAP �/ ,/.• • BOLT A' . ', . R 11 • 12 OC q1 6LE Ala C-1 Al-. «/JAC.NUT fanl. AAANAL c CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED (PLAN) SCALE 1/4--1• SCALE 1/4'-1• SCALE 1/4'-T' SCALE I/4'.1' -- a I SauO-SET OR ul,l-w OR ELCO pANQAAIE _ tSx PaLMEp CONCAE'[ _ I-• -- t !` ; .© V .9 OR OM�RETC 7 . e07T�'i M PNNE(AMR'Mlle USED - WN. P CONGETE LOOT aR ' VARIES I 1 OR 2'.4' WOOD SAES OF ORM1G SOFARE dN SIEEl3 9. ( PANEL ` FRAME REDNgiD AS APPLEABLE to,r -I 4 Ni OVERLAPIIE�'OND „ 2'A.' w0oo mAFr S W,< O V �- Pau toHLt RraaRCD OP WOTN 1® CONCRFIE. BETE i DINNING :.. `.� BLOCK d1 714' ROOD FRAME 1� -'• i'., ,j REOURFD ;;. , I / I 1 t'.' Ve VANES v I ! \ / )6E/n w/ ANbkGES ,ROwi •L_; RFM fUT fL ro 5• Ms I CVT D PANEL ,wu bEvrR cm Fro PANEL) X . B.0 DISTANCE ^'�-9----- I_1Aal /i� I (TIP.) •�-� -� - +. f / �� % /.Yna - Ran IRO AA1MH11HIYN1 44,00 CASE G (PLAN) \ / '� WAIaa „� . a• ,ArM t A. il[4f'4 scAL r 1/4•.I- i A �d . epE �..•.......... NT INSTALLATION �� FOR ES �:' `-U v�OERrF1ED _ u I.•6L OCENS, i W/a PAND INSTALLATION 1WA115 ' No. 44167 T' x SURFACE L VEL VAAATIONS WITHIN 3/4- ' * - * : t ? FLORIDA BUILDING CODE Non Nigh Velocity NurNeonW Zone) CASE E {PLAN) CASE F (PLAN) '. 1 � - Raaa6 nrwo NG ,,. s, '(� 24 CAGE GALVANIZED STEEL STORY PANEL SCALE 1 4•.l- O . -' ORtlN eY- / SCALE 1/i-t' ', .F'` COR10w' .'s, BSc �1a,N4• / " '- DMm/2om %o`, _ % �O INC. \GLOBAL PROTECTION PRODUCTS. LLC. DUE: 'NNn11 i" Hart • COYIANT AWro Ste. 51 now '/..eW�tJ tw N. ,N to K,•Hw a+ma A. aw D.M. n_ ]f11. . Aw ,an en -»A . - Pa] a,-IAN Plvi (ee•)IM-75W FAT. lee4)eee-e)n 20-1 75 ..E KAJ90NA'mB, m r/.-"N",4 M.1- H1 DINAMe NA - ,I" A TUA, Ar_ P.E - •N r yR.LE e .,a MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL .(i) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL tOINSTALLATI0N5 AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 C( 7) MAX. AS D. DESIGN PKISLURRRATTINGE (V,.L) MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS e a 7 APPUGABLE ALTERNATIVES CL8 710N OF THEM MAXIMUM PANEL NGTH �v (n.) TAPCON LAG SCREW PANELMATE FEMALE D PA/ELAATE PLUS WOOD BUSING 13- 13- 13• 3' IV iw (TOP) 13• - - 1J -_ I]" 1r ,r Is,(BOTTO) 6 1/2' a 1/2 _ 6 1/2• 6 1/2_ 6 1/2' (TOP) -i5 OR LESS - 8--- _ e• 13' IV1r -__B - ._ e _1r _ 6 IN• - e - - _ ___ e 13• _ __. 1]_1 12 1/r 6. - - - _ e 3 -_. 13• 6 t/4 __ .- ._ Tr _. _ IV (BOTT•) pttP) AI' BOTTOM ( ) 5•-O• tOft (lop) 4W (BOTTOM) 13' 13' ,r 13• 8 1/2' w (TOP) 7V 1/2- -- i]' 13- 6 1/2• -_ 6 V., 1r 6• Iw (BOTTOM) TOM) >5'-0- _ ,/2' 6 1/2' 6 1/2' (TOP) _6 12 1/2' 6 ,/i (BOTT•) 4 1/2' - 4 T/2' 4 A t/2 6 1/2• 5 1/2- -_ (TOP) TO 14'-4' __ 12' 12' A' W (TOP) 13. ___.TS 1J' — _- 13' .T .6 1/2' 4W (BOTTDII) • SEE TABUS 11 FOR MAX. A-S.D. DESIGN LOADS a MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET s MAX. A.S.D. DESIGN PRESSURE (PJ.f) MNOMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON SHEETS 6 A 7 APPLEJIBLE ALTERNKINIES / a ARUM OF THEM MAAWLIM PANEL I % (ft.) TAPCON LAG SCREW PANELAATE FEMALE ID PANELIATE PLUS WOOD BUSNI3M. Ir 3' 1V 137 13' 10 (TOP) 13• 13• tr 13, 6' IW (BOTTOM) .45. -45 TO .75, -75 6 1/2- 7- _. 7 1 _ /z ,3• 13' 6 1/7• 6 1/2' 6 1/2• 5 1/2' PW (TOP) 5'n0 LESS 6 1/4' 12 1/2 .__ - a. 6 1/a _ _ _.. __ - _ ..--13 __ 2W (SORT•) ]w (TOP7 _ :i (B ! ) _(TOP) -. -- 7 /2 _. _.__ 6 it - tr _ _ 9' B' 13_ -_ 13' _. _ _ a 1r 'a. IJ 4w (BOTTOM) lY 13' IV I]- t0• Is,(TOP) r 13 13' Ir 6 +/4' le WOW) a 1/2• _ 6 1/2' 5 1/2' 6 1/2' 6 ,/Y (OP) - - 6 1/4' 12 1/2- 6 I/i -- 2w (BOTT.•) >5'-0- r1'7 1/2• 7 1/2• 3w jfOP) 7•y. W,-',--4-- -Sljr-t!' -a- _ - 3W(BOTTOM) 12' _ LJ' -13' 3' 5 1/2' a (TOP) 13, 13' so' f4W (BOTTOM) EET SEE TABLE 01 FOR MAX. IA.S.D. DESIGN LOADS B MAX. PANEL LENGTHS WHEN SPAFCER IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHfi JU LE_!i e AS.D. DESIGN LOAD MA)M M PANEL. LENGTH 40 PSF OR LESS W-8- > 40 PSF TO 50 PSF 61-2- > 50 PSF TO 60 PSF 5'-10' e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE AMALIE ID OR PANEL MATE PLUS ANCHORS k W/ 9 SWWIeQZ 1/2. O.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.i) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL C�iINSTALLATIONS INTO CONCRETE AE CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 A 5) MAX. A.S.D. DESIGN PRESSURE RATING (P-•'r') WMeAIY ANCHORS SPACING FOR WI CD. PER SCHEDULE BELOW/ A XNBIE TO swrom MAXNIUM PATE LENGTH L' MAX. A.5.0. DESIGN PRESSURE RATING MA " ANCHORS SPACING FOR Met L.0, PER SCHEDULE BELOW III APPLICABLE TO MAMMUM PANEL Ic (n') TAPCON SOUD-SET PANELAIE FEMALE IO PAN PLUS TE IAMAC-NM1N CALK-01 a �, COMBINATION Of THEM(N.)(P•e.f.) TAPCON SOLD-50 PANk},WTF FEMALE D PANE114ATE PUNS ZAMAC-NNUN CA3(-INLENGTH m m ro ro mk W ro mO[N ro To ro ro ro A o71NSEEALB ro .45. OR 45 LESS • 7 t ' 3 f 3 t ' 3 1]' t3' t J 1 J t 3 t]• 13' tY (TOP) ) 5•_r OR LESS *4 To S .65, -B5 1 • J t J tY 13' , 3 ,3' I ] I!' tl' 1J• 1] tl 2 / Tipp) S1_r OR LESS • I • , • , I , , - , • 3 ,3' t3' 1 BOTTOM 1]' 1 3 1,, 3 ] 15' 3 t r TY fY ,r IJ , 1 1 BOR011 IV 13' 13' ,!• 13' IV IV ,V 13' IV 13'_ fY 2 (TOP) 1]• lY 13• 13' IV __ ,J• IV ' 1J• TY 13- 13• It 1/2 2 (TOP) 13• -- ,]' 13• I• 3 1 3 1 J - 1' 3 1 3 1' 7 - t 3 _ -- f r ( r 2 BORON (BOTTOM) 13 tY 1]• 17• 13 ' t' 3 7 r 1' 7 - 13" 13" 1J It 12 f 1 BOTTOM (BOTTOM) lr 13' 13'� I37 1Y Ir Ir 13• TV 13' _ _3 13, 3 (70P) 13• 13• ,3' 13' 13' 13' 13' ,!' 3' I]• 1]' •„ I/1 3 (TOP) - _- b' t • 3 _ 13, t3• -__ - ,2 1/212 1/1 6 1/4. 6 1/4' 12 1/2'.12 1/2 - - 6 1/4. 8 I/4. 3 (BOT7DA) - - 12 1/2.12 1/2 6 1/4. 6 1/4' 12 1/2.12 1/7 - I - 6 1/4. 6 1/4' 3 (BOTTOM) - 7t •4 2 e' s1Y °• °• 8• a, /2 a' 7,Y e• _ _ 6' __ 17• _.._, 1]' IV -- _- _ 6' 6' !' • (TOP -. __ t 3 ... 1S' IV ----' - _ a' I • 3 __ , _ 3 9' _ t • 3 - _ 73' __ T J Ir -_- 6 1/4- a' e' B' - 4 BOTi ( ) _--. 3 (TOP) 5--_-_ S BOTTOM l ) 9• ___ lJ' 1 ] _ 3' __ 13' e' t7' - __. 3 ' a• t 3 1S' -1 __I_ - - - ° 1/4' - _ _ 1]' _ -_- t3' e' _. 1 r __ _ ,S _. iJ" I]• - r _ ,r - _. I t'I 3 I ,3' ._._ r _ _ 6' 3 . -5- f3' _ 11 1 2 / 1 I / 1 Itl t/2 A BOR ( OMI - 5 tW R ) 3 BOTTOM ( ) 6 ROP) _ t ' 3 __. t ' ] 1r ___-.__4_------ - 13• -. , 3 __ , ' 3 - t 3 •S' '3' ,!' --- - - t 3 t 3 t3' -.-� 6 1/i a ,]' - ( 3 ' _.1- 1] tY .__ 8 1/4- 1 I 3 ,3• --- 6 1/.- 1 3 ,J• _- 6 1/A• -_ 3' t ] -- tY 13• 1 ___. _ 3' I 13• -� t]' 6 1/4' a (IMP) .-- 6 °OTT.••) IV -- tY - t3' 6 1/4• 1J• - 6 1/4• t3• ..- 6 1/a' 6 1/4' 16 I/s' 6 (BOTT.») 5• 13, 10 1/I Ir Y ,r r 7 1/2 15 1/2 tr 4 1/2- 1 (TOP) a5,_n• 70 14 -4• 13' 6• IV 13• 13 . a 1/2' 13" '5 1/2' 9 1/2' 6 1/2' Ir 5 1/2' 1 (TOP) Tp 9•-°• _IV ,3• T ,J' ,�' 3' 9 tj2 ,3' 9 1/2 ,0 1/2 7 ,/T ,J' B' 1 (BOTTOM) lY_ 1/2• tY 1Y 3• to' 3' ID• n- °• lr 6 f/r I (BOTTOM) IJ• 5' 13' 10 1/2 3' r ,]' T' 7 t/2 S I12 _ 13' I1 1/2' 2 (TOP) 3' a• Ir 1T 13' a t/r 13' '8 1/2' 9 1/1''6 1/Y 1}' s I/Y 2 Rli) 1313' 3fl ,]' 3- 1J• tY 'r 9 1/2 9 1/1 ls• -Ir-9 IV , 1/2 I/2 10 1/2 10 1/21 7 1/2 7 1/2 q' 13• 6 1/2• 6 t/2' 2 (BOTTOM) 3 (TOP) IJ' 17 1/r u- u= 1r ,O• Ir to. _+f' �.. 8' 1]' a 1/2• 2 (BOTTOM) q• 7 1/2' Ts 3• ,r- 10• _13- 1a- IY B' _3' a1/i' 1(TOP)>5•-0- 79• 7' _ t2 ,/2'1zJ13'I 13' 53 6 t/4' 1/2- _ - 0 ,/2' Ix t/2' a• 13' 6 ,/4' 4• .- 9 1/2' - 4 1/2- 5 1/2' 0 ,/r - J' - 7 1/2' 6 IN' 1 1/2' 7 1/2' 13• 6 l/.' r _ 6' 3 (BOTTOM) . (ipP) a (BOTTOM) S (TOP) - - 12 t/2.12 1/2 5 1/4' 6 1/4' 12 1/2. 12 1f7 - - � 6 1/4• 6 ,/4• 3 (BOTTOM) 1 1/2' J" B' 6' 7' - - 4' - a' 4• a1/r 3t/2' 6,/2']'4 -__ (TOP) _-_ aa- I]' __ a• -- - r - - - a' __ - --- a• - 5 1/2 - 7 1/2' - 4 (BOTTOM) ,3' a 1/7" ,r 13• I]' 10• Ir t0' II' 8' 13• 6 f/2' 5 (TOP) tJ' 7• IS' 9 ,/2' I]' 9 1/2. 10 1/2. 7 1/Y tr 6 1/2. 5 (BOTTOM) 3' a I/r tr 1]' 13' 10• 1C' „• e' 3' 6 1/r 5 (-__TOIL) ,!'5• - 13 1 0 r IY 7' 1 7 /2 - f 5 /2 -__ ,r 4 1 - /2 OP 6 (7 ) 6 (°OTT'•) lr 0' I]'1]',7' e 1 - _IY t 3 e 1 /2 9 1 /26 f/1• 6 6)/A- 6 t/.- 6 I/4' 8 f/4• a IN• a//4')e _/2 1/4' 6 1/4' 6 IN' 6 (SOT") SEE SHEET I I FOR ANCHORS TYPE It SPACING FOR NStALLATKIM t1170 WOOD FRAME BUILDINGS • MNW1W ANCHOR SPICNGs AND MNWNY EDGE DWACE ARE NCUTED ON INS SCHEDULE FOR ED LESS THAN WICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MAIPLYING SPRUNG DOWN ON SCHEDULE BY M FOLLOWI4 FACITIM FOR THIS OPERATION ro !E POSSIBLE. REDUCED SPWCNO OBTAINED U$NG FACTOR SNAL NOT N LEA TWA WMNIY SPASO .OICTED FOR EAC• AICOR ME ON THIS SCHEDULE I/i. IN'. 1/4•. 1N•. 1/4'. ,/.'. ANCHOR TYPE TACO. - 21,0-4110F NAa1NA r lwidw ALHLC-YRM GYx-WI MNMIM AMCOR SP/CNo (M) ] 3 1 3 2 1(2• 11/1 AWISMm ION l ,/r 3• 1 11/2' 3 DISTANCE mo.) 1u11RDO 3 3 1/2' 1 1 1/2• 3 ,/) 3 11r ACTUAL ®Q 099NM FACTOR , ,/r -Gx - _ -_ - _ _ _ - - 1 ,n' n.I Gm - - - -- _ p3o -a40 r - U.le - m _.. __.3.h -- _.�_ Iro LO4 _im '• SPAgNGS DAY VALID WHEN SPACER®6 USED. SEE MAX. /LS.D. DE3ICHN LORDS a, MAX. PANEL ILDD+�GiTMMS WHEN SPACER eAjl IS USED. jrR 3' MAX. OorO - - ---- _._---- --- ------_.. _ _. .. - ---- -- - - - -__- •_ • 0 0 0 0 0---- -- --- o- b r- ` -- -I --------- '-- ; i I ---I- ---I i i - � l I I I I I I I I I IMF d1 e A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10- e MAX. PANEL LENGTHS ARE ONJY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS O W/ SPACER AT 12 1/2- O.C. _ -- ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14, 15 a16) ----- - ----___ _. - - F*R-IA/13, R-2A/13, R-3A/14, R-18/13, R-20/13. R-311/14, 3• LYdt. R-tAW/15, R-2AW/15, R-3AW/18, F*R-iBW/15. R-20W/15, R-30W/16. '-:WN- ____ --- - - - ---I- -_- ----) L/2 1 , 4'6-20.1• SS BOLTS W,0 1• i (USE FOR PANEL LENGTH MAX. OOVER 7'EL L ''G PANEL IFNGrM REGULAR STORM PANEI I - - - REGULAR STORY PAnEL i e'-a• O A•40.0, -40.0 TH (W/ OVERLAP MD PANEL LENGRH SOLI) ___ __ 1 ____._ , _ , ____.._ ______________ .. LIFE SAFETY STORY PANEL j 7'-6' O a•50.0. -94A O.I.I. 0 OVERLAP MO PANEL LENGTH BOLT) T) �e : _ -. -< i I - - - - - - - - _ A - LSE 2•-e' AWN. PANEL LENGTH I L4P_ I 1/4•P-200- ,.a., i \ AT ALL MOUNTINGS I S.S BOLTS W�t 'a• AT EA OVERIIAT - : . _ __ - ._ ._.,1 i - L ._ ._ _- ! I .. -... _. - - _ _.. - - - -- _ .�... 6 L/2 1 - __ - _.. -__ ._ --.. _- - i 1 j T ((2) NOTCHES AET S1110 (� LOGTION O LIFE SAftT\' ( X , PANEL BOTTOM CORNERS , 0 D.M.. 30. -- -OVERLAP- -OVOBAP- , OF O - WING NUT AT EXTERIOR WMG NUT AT �] V M;15� LEFT PANEL RIGHT I' HaN. R-IA/ 3, R-ZA/13, R-3A/14, R-16/133. RPt 2B/m R-3B/14, I• URN SPEED UP TO 170INSTALLATIONS rn p.h.AUID FOR WIND 01-TAW/15, R-2AW/15, R-3AW/16. R-iBW/iS• R-26W/15, R-3000/18. - - -. _. _-.ANCHORS (SEE SECTIONS At ALTERNATIVES ON SHEETS 13. 14, 15 a16) . - - - 1/4- wout GAP LIFE SAFETY STORM PANEL (4) ELEVATION (t) - "' (�7� _ SCALE 1/i-1' -1 REGULAR 2 °°7 REGULAR ,, - STORM PANEL (Mk OAQ6M .1 V6ULE VALLEY) STORY PANEL 11 �• r Ta _-„- -. - _- --- - - -- , CAP _ •` LIC ✓I / w -1 -- 9 .! �11 - -.. i LIFE a PANEL = In. * .#= FLORIDA BUILDING CODE Non High Velocity Nurrlcom EXTERIOR , 4(f•,,IOREOA : cam,. 24 GAGE GALVANIZED STEEL STORM PANEL Oft Ir�S/ N. ENG�>q• = IL E C O iNc GLOBAL PROTECTION PROOUCTSH I.I.C.in", SECTION A -A _w2 4 = =- r..W 4Ne $.W. 5, SSTREETT yy/ . AN, N.. La -..man M,: AYE. n. M, N A•-m4 SCALE 1/4--I- ~.`�'/ 7 ^'2-> wr, U. Pn,-... NLC,E (WAWN-75W - (B6Ap6W-NISI 20' MAXIMLI A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING cCHEDLLE FOR REGULAR STORM PANEL (] INSTALLATIONS ATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEET$ 4 & 5) MAIL A.S.D. DESPA/ELMATE PRESSURE RATING (PI.N) MAXIMUM ANCHORS SPACING FOR URN E.D. PER SCHEDULE 960W III APPLICABLETo SECYC,H, t• atoMBIATTDn MMIMW PANEL LENGTH 'L• (n.) MAX As.D. DESIGN PRESSURE RAINING (v.•.F) MA NIUM ANCHORS SPACING FOR WIN E.D. PER SCHEDULE BELOW AAPPIICLCL a It MAXNA,Y PANEL LENGTH L• (n.) TAPCON SOLID -SET FEMAALE D PIVELIAIE PlA6 7MAAC-7/AIUN CAUL-D TAPCON 90UD-SEI PANEIAMTE FEMALE D PANELMA PLUS 2AMAC-NAAII CAL!( -II m tAIOIII tlOrlmtlER to TO To m DF 7HON ro ro ro m ro owOet[ 5 1/2• ro I coeeeAFOR a THEY >.65. -85 TO .75. -73 13• ,1• 13' t3' ,]' t3' 13' ,r 12• 13• t0' 1 5 -5• OR LEs >. 0-75 ats-WING 1r- ]' 3• 10 1/2 13, a 1/2• 13' 6 1/2' 7 1/2' 4 ,/2' , (TOP 5•_6 OR Um IV ,I• t3' lr 1Y IY ,r 13' 12' 13• to' t (BOTTOM) 13 6 1/2' 3' IY ,r I' -: 13' -- 9' -' 10' 7 1/2• 1J• 6' 1 (BOTTOM) , J 1 1• 7 ' J 11' t3' 13' ,J' lr r } ' 2 {TOP t • Y t J lot IV a 1 / t' 3 1 6 2 7 1 2 13'1]• 13' tr 13' 1J' tY 12' tr to- 2 (BOTTOM) IJ'_+ 7' 1J' 13, IV 9 1/2' 13' 9 1/2' (BOTTOM) 3' 11' 3- 13• 13' 3' 13' Ir ,2• ,J• 10' !(TOP) Ir_ 7- TV +7• ,Y 9 1/2' -13• 9 1/2' 10 1/2' 7 1/2• 13' 6 3 (TOP) - - 12 1 12 1 2 6 1 4 6 1 4 12 1 ,x 1 2 - 6 t a •i4 6 II.' ] (BOTTOM) - - 2 L/2 12 /2 6 / 6 / 12 I/2' 8 / - 6 / / {80,TOM) °' S' Bn e/ S 6' e 6 1% Y �_ 0 1/Y 4 (TOP) T -- - e_ ,3' -- 3 3' ---- 6 ,/1' 7 8' 8' / 13' 33 -M,i S 1/2' -.. - ,]• -, T - ---' --- t3' - J 1/T -- e' --. C --- 13 _ - _ u• 6 ,/.' A. ---- - _ 9' 1 / 6 ijx' 6 1/4' 4 1/2' ----- 10' !" - 7 1/7' ° ,/1' - --- 3' 2 1/2' --' 4 (70P) Iona.- 6 ,r -- t1' t]' - e• 1} I] -u C ,/4-,6 1J' - I!' u= I/4• a - 1. e ° a 1D' -- - 10 ' '0• 6 1/a' (BDTnw7 3 trap) --- 3 (BOTlOY ) 6' S (TOP) 3• T3' 13• - 13' U• 1J 1 Y 13 - 13' _ 13 13 --{- '1' I�i .r ,!' -- 1 7 �r ° ,/4' I} -I t' 11' II I --- 10-t 217 / 7 i/'12 - 1 /2 s I/Y it I f/4•.B a 1/r t/4• �4 5 ---- (B(TROY) E (TOP)-- . (BOTT») - 1J' lr a tf4- 13' 3- 6 (W) __ 6 (BOR ••) 1J'_ _ 5=_ _ �]• 6 I/•'B r t/1' 6 1/2• 6 I/a' 6 1/a' - 13• 17 T/T 13' 13" 13' Ia 1J• 10- ',_ °• 3' - 6 1/x• , (TOP) TO e-a. iJ' Y 13' 10 1/2' Ir '� 1�7• 3• 16 ,/r 7 ,/2•I S 1/r 1J• +/r +(TOP) Tp r-5' _ 1}' a 1/2• IJ• ,!• IV 9 ,J• 1 9• Io• 7 1/7• 13' 6• 1 11m,A/) U• 13- 13• '' 7 1/Y 7 1/Y 17 I/r lY _1 ,]'_ Ir IJ' I]' 3- IT 1T IV 10 I/2' w 10 1/: +J' ,Y ,Y 10 I/2 10• lD 1/2'11 1 1/2• 1,• 1/2' e' W a•_ 3' 3- _IV Y B ,/2• r I (BORON) 2 (TOP) 2 (BOTTOM) 13' 5. Ir to ,/2 13• ° 1/2' 6 ,/r 7 1/2' 5 1/2' IS• 4 1/r 2 (TOP) _t�3•__.1�I• ,J' _ - _7' n^ t3' r � }• 6 ,/1 lV 3• 3• 13• ,Y_ 13_ 9 1/2' 9 ,/2' _ir_ 1]•--r}9 11• I/r l9 1/2. lO 1/2' 10 I/2' % t/7• 1 I/r it u• � 6 1/2• 6• 2 (BOTTOM) 3 mpj 13' 7 1/2• 1!' 3' _ 13' /D I/T 13• 10 f/r 11 1/2. e• IJ' r 3 (TOP) 1T 1/2't2 l/2 6 t/1' 8 ,N' 17 1/2' 6 I/4' - - 6 1/4' 6 1/4" ] (BOTTOM) 1T t/7'1y t/r 6 1/4' a f/a' 17 1/2' 6 t/a' - - 6 I/4' a 1/4' ! (BOTTOM) 7 I/2' a' 1-J' J 3 lfr 7 I/x / 1 °• - a' 3' 17' 6' 7 1/2' 4' B' • 1/2' S' 3 1/2- Y Y 4 (TOP) 1_1/4-6� r -a• 137 I3 ,/7' +-- 9' 9- -1. it 4' 9' A I/2' 5',/r 10' ]' -r 7 1/2' 6 1/2'i2 IJ• 1/r -4(BOTTOM)�--- a• 4 (TOP) 5 (TOP) I - 11' a• 11' - 10 1/2' a• 13' -_ 10 1/2 - a' I t/2' - a' a- ,7• - r 4 (BOTTOM) 5 (TOP) t J t3 0 1 2 /1J'7 + ] 0 /2 /2 e' u' r s (Bprlpu) r 7 u' 9 7/r 3v ,/: l0 1/r 7 I/z 3 I 6s7 7/r 3' tY ,}' ,D 1/2 17' t0 t/2 „ t/2 a' t)' 7' 6 (TOP) ,3' _1 3"_tr a 1/2•1]' 6 1/4' 6 t 4' 6 t 4' 6 1/4• 6 I/i 6 1/4 6 (BOR ••) - - 6 1/4• a 1/a• - - I - j - 15 114-16 1/4' 6 BOR») SEE SECT 11 to AcNm HYPE A SPACING PR ow.I.L rod Pro Raw FRAME BWIlD1106. • MMMW ANCHOR SPACIN06 AO KORNAI EDOC DISTANCE ALE NOOAIED ON INS SCHEDULE FOR Ea LESS THAN VIOICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MnTIPLYAC WADING S OPH ON SCHEDULE IN OR FOLLOw40 FACTORS FDA THIS OPOATIDM TO Of P'ossN,LE. REDUCED SPACING OlTNRm USIC FACTOR SHALL Not K LESS THAN AAAMA SPACAAD ROTATED FOR EACH ANCHOR n'PE ON INS SCNmuE ,/4 i 1/4'. ,/.•. 1/4•. i/.-..- ,/4-._ ANCHOOt TYPE GRIIe 210-4111 Pa1�LMn -BLAME zmatc-m um .. TALK-W McONA ANCHOR SPAyNG 00 3 1 3 3 2 ,/2- 2 1/1 ANIKAMfM 0..) �•ml 1 3 ,/r r 3 - J "r 1- -- NE,NNHt2.6.1 b. 3 1 ,/a• 3 1/2• 3 t/2 ] ,/r ACTUAL an oiBI4DE LD, FACTOR / _ •� 21TT' _- OJT Pao - F lir: `• SPACINGS ONLY VALID WHEN SPACER is USED. SEE T�BIE /1 FOR IAAX, ASQ DESIGN LOADS A MAX. PANEL WH EN SPACER r fS U.3ED. 7/4•0 TAPCON EXISTING POURED ANCHOR O 9. O.0 COMCRETE OR YL CONCRETE BLOCK O- Su- `:J- _• /: E.D• EXI NC-: E DAss n _ / II II 11 0 u r 4 Al II I' Yin. IT --SEPARATION - u TO CLASS. x Mart R oft A YimH-DA1r-F-r) 1 'L' Mc PANEL UE (SEE ELL\ OH SHEF ..� 1 l/2 1 E.D 4 I O 10 I +.O IT OC ! I 3/4 I- I 1/4•0 TAPCON ANCHOR O 9. O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REOuAR£0. SLPId14ti R-tA * REGULAR PANELS WALL MOUNTINGS sc LE 3/a-1• Te9E !L A AS.D. DOMfiR4 WAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-B- > 40 PSF TO 50 PSF V-2' > 50 PSF TO 60 PSF 5'-10' e MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/1" SPACER AT 12 1/2- O.C. FLORIDA BUILDING CODE (Nor INSTALLATION DETAILS FOR LIFE SAFETY PANEL r) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4•0 TAPCON _EXISTING POURED I/ -0 TAPCON CIU51I1G POURED ANCHOR 0 9 O C CONCRETE OR ANCHOR 0 9 O C CONgE'IE DR i �t CONCRETE BLOCK /L OCK 7{ REWIRED. , fC2) MAX - A,/ 10 IS Ran . u ! 1' MAX- 6- PANEL LENGQI (SEE �EVAIIDN I ON SHEET 12) I J _ /.. IAr ANCHOR • 9' O.C. Ex STING POURED CONCRETE OR --CONCRETE BLOCK REQURED. SECTION R-18 O LIFE SAFETY PANEL SEE SHEETS 15 A 18 FOR ANCHORS ANCHOR tWFE -. L/4•'. TrPE a SPACING FOR P STALLATOH6 INTO VOC N Won. ArtH aw 9MVE1Ro (.a 1 wm nvuE WRLDem ANCHOR SPACINGS AMC MAMXJM � I_- I- w --". t aNHHN mAAN txy 3 IDGE DISTANCE ARE NDIAtEO ON THas SCHEDULE. FOR Ell 1E55 TUN VACATED ON SCHEDULE REDUCE ANCHOR $IAJNC 1 ADRN. IIIE IlaeS 90 FACION ByNAAnPLrelD SPACING SMOwN ON SCHEDULE BY THE FOLLOWING FACIon 11/2• am FDA INS OPERATION POSSIBLE. REDUCED 3PAIM3 091AXED USING PAC,OR SMALL NOT BE LESS TIM - - 2 ,n_ - - _ CAI - W.4111IM SPACRO o10CATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE 1• '- - - 1 '/]' I - I/4-0 TAPCON QOSnNO Pp{DIED ANCHOR O 9. O.0 CONC(gTE OR /kk y.. CDNCIETE BLOCK REWIRED. f- i/2. 1 I/4• 1 14(1k - . , 1 • ED• I I 1 . I I F- �� i I Cl) I 1 6 R- SEPARATION I HY- E% T 1 / II T 23_. •an w 1�•{I O fXA55. l:1A55 Y.W ea,5 E%ISn ! AG LL ♦ _= I [ - -11 R a o� T .LA9 I I t A U UE,KIY CLASS E x - YxF iQ nra :' I l II , I ,GATT, HAEt ,� tl : II I x II 9 1 1 'l' MAX II I 9 I N t MAX. II v PANEL LENGTH R 1 6' PANEL LENGTH I Y ,/ - -. , (SEE ELEVATION 0 I (SEE HET 12) II 1- Mln 1 ON SHEET 12) x I 1 ON SHEET 12) 11-'SEPARATION I I T p O TO CLASS_ I ( a I n -T ' I E D J /^. I t U , it 2 1 k i �) y f i a. 1 f 1 E.D4 , / E.D.- 1 I 1 11 I ' _� I I , EO I , - - I ( EO 1 4'A .• I w EO - "" .IE2 MS ED 1 - SS HDI YS ;' Ann • — . I A• 12 ,/2 oc (( . 12 ,/1 OC I/4'4 TAPCON �..I.. 1/4•. TAPLON ANCHOR O 9' CC ANCHOR O 9. O.C. OUSTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ..-CONCRETE BLOCK REQUIRED. - CONCRETE BLOCK (Ooulim SEC1110h R ACTION R-2B O REGULAR RANELS O LIE SAEETY PANEL WALL MOUNTINGS INuo- - SCALE 3/6-1' BUILDING N (D C_ Cn L_ M N .f" U a) Q I_ O ,0 O C .CM CU U -0 a)Cn a - C (- aOO^,OQO � � V OLL = Cu "_ O VO > Cn — ''^^ VJ ^` W L O W �� � O L Q C- CU �» INSTALLATION DETAILS FOR UFE SAFETY PANEL Cl) INSTALLATION DETAILS FOR UFE SAFETY PANEL (1) DETAILSINSTALLATION INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STRUCTURES 1- - - - _ 1/4•0 TAPCON � tED t/4•. TAPCDH ,-_ _ �'(IST1Np P ! D __ _ _ _ .I . _.�--u� I ANCHOR O 9. O.0 OW ANCHOR O 9. OC ETE 01M WOOO HEADER 1(ODJ ,NFiAOER 11 _ RODS HEADER _ *DOD HEADER _WOOD HEADER WOOD HEADER - - CONCRETE BLOCK r�- CONCRETE BLOC)( ZHEOUNED _ _ $OUMED I', - CLSREO TEOUIREp • _ - REDINED. p, RFOIxRED. I,- I L REWWRED REOlAREO Cn }B I . , ,1i'�1 i- 1/•q T. I - V �4-. TAPCDN -._Z4•A TAPCON I`/4'W TApOaN I CD O 4)20 I ' AKIHgi O 9.. (; I ANCHOR O 9' O C. I ANCHOR O 9. O.0 ANCHOR O 9• D.G. _ .114Y tAPCON , _ _ t/4'. TAPCOH L _. I . _. , .I I ANCHOR O 9 O.C.NOR O 9. O.C. (/N1 `) i~ r I', AHc W 1 +/Y TIN- ! T/x' 1/r _�, III {D2 O I •III ' - v �J/ 2 MM.(D _c - WINK 0 r [D I L ItI EO I MAX. IIAII. - - IAAA-.. . 'WOL _-- - t/2• # (I/4' - t/2• t1/_,•_ _ OAR.. j I I Min. I Wn. 1 MU )It Yin. ].. i •1 2 N.. - __ _- - 1 2• I -01 I j A I O N I- Am I '---1 I 1 •-_1 I i I I I I A i F-SEPARATR)N I 1 : ; 7^1 I 1 1 f I I I I E� G-g p Ron,F Y TO CIA.S'A .' _.- 45 Inn W r R-. : D a ,0 0 1 Cl) 11 1 v I..JL^L) 1 L�! I - (J I� L�L; 1 L� I I /, _ _I a ' 1 e a x y /a•.-m.l' x I pra 1 1/4•I�Aa.+' R 1 O R , / �'OH U.,¢ R I n I , ti ' I - At can w 1 �1 41 S3 can A 4 1 ® 1 1/••.-Nor• O N 1 Ulenl OAT, 1{) EXIST E%t5T1 R i ' 1 A EX15T1 , f SS Wan • A , ( Al G x LW Onn W INGJ I NSy( A, ears I yi.Al EXISTI I , W-Awr A, t e G ASS a A 36 NG ° C ASS P a a E bT ° ( CAA$$ I �3 ea s I , E Y - • I AEA A3 HAP e CLASS e 7 " I j 1 •L' AWN. N i i• MAX. n 1. �.- ( 7a+P c`"55 A 1 - 1• WJX It 1 x 1 NAY. IL - f - ;- (SEE ELEVATKk! e I (SEE [LEVAxXN ° ( -I - 1 - -1 -_"- - - - _ _ 6• PANEL. LENGTH N 4--_ . ) t• 1ba. ,Ii °--1/' - - - -- ; - S 6- P� LLB' H ii i 1 Ex x I I H •L• MA( %I I Min I ON SHEET 12) a -_. T. _ e I I PANEL tENGTrI e ( , TREE ELEVATION II 1 "L' YAx LL _ - --r -_.1 PANEL lE7LCEHN I , ON SHEET 12) N 'L Ym •r(SEEELEVATON I)) Yi. •-SEPARATDN N I1.1 - _. f - 1. �(5 NE LEVATON x 1 .. iON SHEET 12) n ----- .. .(SEE L LENCION e ` 1 ON SHEET 12) n I 1 PANEL LENGTH -- - 6• (SEE ELEVATION f0 cuss. 1 �' - __ __ _L____ ° 1 ON S11EF1 12) p I N 1 I 1 ON SHEET 12) e 1 _ _ n 1 - -- - - __ , N 7 , 7 O e T_ _ - i N V- - I (SEESELEVATION ° 1 ON SHEET 12) 1 tl , A-_ "111\ _._i _-A 9 / Wn. A _ _ T _-. tf/ . _ - � _ 1 _ ON NEE' T2) N T-' � I .:' 1 I II 1 • Min. , _ r _> I _.. SEPARATION - I = - - `% - { �.\ 11 1 II I i1 v I. q ,. ;. I L/1 [ � I j'r--$EPARNTION 1 O x I• M; . (7 ! N TO CLASS 1 (� B -. _!• .. wnI- \ i T• Wn. I % - _ - 1 1 �, I ( .. I U R TO GLA55. I L/2 N sEPARAOOA- �_J 11 i O--SEPAATION 0 GLASS - i \� 11 I' MWn. i r/.1 �O 1 I 6' - B. W 10 GlASs. 6' III N TO G1A55 1 6• II 1 1 B"-'SEPARAl10N - E_.� t , EX67MG POURED E D I EXISTING POURED E- 1 iI/r . I e "I -I �° (�11 I L/2 ( 1 rl I °' V (1) CONCRETE OR • I CONCRETE OR 1 11 1 •,®-� • r N I 1 L/1 H N 1011, R 1 R '0 GLASS. 1 �`�TC�SH� REQUIRED COCA /7 I ,lA� oc RECEE ED COCK - ), -1 ® EI - Be i 1>t E0. 7N� 1 ( �� 1 I 1 n 1 I. ,� AC 1 I I. I3 yl OG __ CONCRETE 1 I I H , ^ ti�, � ! t seats r r Md EEEI;000D 1 I y 1 4 . 12 , _ I I ,/2' fN E c!c,r f'� u/ EO O /4'0 PANE -ATE PLUS I/1'W PAHFLWTE P.A :' I (4/� l VLATE W'04D - 2'.4' WOAD - -i �A, 10q•J(Ao 11 I PurE '-- I F(E REGUNNEO • +A r/A EO.c 2•.4' WOOD r.i WOOD_ RAZAASie TAPCON i. TAPCON 4Y TAPCpN ANCHOR O 12 I/2. O.C. ANCHOR (BEYOND) O LI AHED - Y-' - ANCHOR O 9' O.C. ANCHOR O 9' O.C. i ANCHOR O 9' O.0 PLATE I, 4.0 TAPCON REGUIRED PLATE i REOINRED STAGGERED w/ STUD I - - STAGGERED W/ STUD REARED - ANCHOR vAPELYATE PU15 _ ANCHOR PA0 12 1 ' US m 0- O, WALL MOUNTINGS i - ' '•, - PUT' *DOD I_-- PLATE WOOD - -It - ANCHOR O 9' OC. - III ANCHOR O ,2 !/2' O.0 ANCHOR O 12 t/1' 0.0 _` W6TNAATANS INTO '6 FOR ANCHORS TYPE AGOG FRAME 31AD.Esf SPACING FOR - - . - REONRED - - - REOAnRED _ , . - - - 1111 (IW7 AWUee S AND" O SINS SC AND IN EDGE 06THAN '. - - IL_.I. -- - ... ME LTED ON ON THIS REDID 1E. PCR ED LESS THAN - - - - . AfOKATED ON SCHEDULE REIILCt ANCHOR SP4Cp1G BY - ALETRY MG SPACING s o" ON SC MULE w THE FOU&NI1G FACTORS FOR THE C.ERATION TO N POSSIBLE. ALTERNATIVE R- � WmucED ePACNC OBTAINED USING FACT" SMALL 1407 ME - e►.TERNATNE R-1 SAFETYNE Ae fflw E R-2AW �$NATIYE R-PANELS 28W O REGULAR PANELS " m IM THAN NIMMU. SPADAND NNFJIICD FOR EACH ANCHOR A 1MHNHHI/yAAP •' TYPE ON THIS SCHEDULE- sl'"" A. Tl " WALL MOUNTINGS p P, il([ I W .t QP [ 'hqo- WALL MOUNTINGS jLLI MOUNTINGS L '\E I N !r4 1 4s1� ANCHOR rag t/.•. _ 1/4•. \ 4j J' y SCALE 3/e-1• SCALE 3/e-1• SCALE J/e-I• ✓.p IACBN :NAVAME P•••'••.....•.. A. Tl •GEN LLI �a�:' vCENS_ -9 S �v�EP..... u/T ll`:' V Sf ''.. c HAMIWr ANCIAe wMaC (W.) 3 3 a'P a FLORIDA BUILDING CODE Non High Velocity Hurr)con. Zone) 3N` .... • GEN f • . FLORIDA BUILDING CODE Non HI h Velocity Hurrieon@ Zon• a No. 44T61 FLORIDA BUILDING CODE Non M h Valoci Hurrieon6 Zon• C •YINNAN_ .WIrAr pH) 1 3 = oamD 1l1TDO. F< I.P. Ei=: % 400» TAWC1 __ r!. �Q�-Iii * :, * .AOA TIL1ECo. AS rl. Q eaA1B UN w PH) --- 3 a ,n = * = * : * 24 GAGE GALVANIZED STEEL STORY PANEL OW4'N W. , 4416T t ?I 24 GAGE GALVANIZED STEEL STORM PANEL ? 24 GAGE GALVANIZED STEEL STORM PANEL I INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN : * pgRWI R t. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. -%�q STATE �F :'t4A� _ OTO,wn R Z A1#eL @IEEE toJ TiX.'IOI %'a' STATE D Q . - mm/ulo PRESSURE RAT1N,35. £ ,W �- D7M/2®A :'3''' _ mm/a2W % 9'., A, (p.W.t) AND PANEL LENGTHS AS+-.._.� DESIGN PRESSURE RATINGS e.f AND PANEL f , 1/r 6a �'S qt,t - CORIUP - y � L E C O ENc. \GLOBAL PROTECT" PRODUCTSr LAC. DATE PER ELEVATION ON SHEEf 12 i o: STATE DTI p°z� 1L E C O ENt. SAL PROTECTION PRODUCTSH LAC. GTE (P ) �3Or' LOR ' — > �L E C O HNC �+ GlO8A1 PROTECTION PRODUCTS. LTC. DATE IA, - F '•....... •• , 4AxR 3r. m STREET . - LENGTHS AS PER ELEVATION ON SHEET 12. c.f 2 'Ir _ y, )/••,,,(.2{J iW4AT TL9nNo • ONon4ER AH+ y� 2 w14 2. FOR NEW W000 FRAME CONSTRUCTION. WOOD , f 1C Tlwt; • orNwr Aeoo S.W. s, saw -'l r S! C.` 1 INCH T� N° a 'ApN ." COW" nDo s.•. st srrWEl - - ''•i l TE. 7 a a r WaNAKma n - O' CDR10 14-z-, . 1N, WL w, s _ PNwPIN n A3 DAAL P. 3331• 2. FOR NEW W000 FRAME CONSTRUCTION WOOD rr ONAL . i ��-1-+2t- N. r 1.....s.W A n,N owL Z Im-II Z 030- ,.m hr ONAL A w:. 3M, a , r 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC '•�� R •. - OWN ! IAl T6M rM: (WD.MOO�1A NANMMIAA DENSITY OF 0.55 OR EOIIAL 'f / } 1 - - rJA-aooe7w - O} u-aoon,s MEMBERS TO .5 SOUTHER IT:A-oalrA,I 11111.- - -- - - --- - - - Her, oAw.c NA. S/ — Ewrww N4. DENSITY OF O.SS OR EQUAL DR'W"G "' Q PE 9FK/90ATIRE/DATE "OF A WLU` Ur.. PAL Rlal ,. a ,e I T 110In MOLTER A TX1A7 �., IE N O-,r INa2t 13 a t. PE �/�'��0•� WATER A t4111 I.. P.E •"r MIQ7 re OP u J CINDAMli. N, 7 - 7 a SHEET NO. SH 1.4 11 1 li I I __ 1417. i4 --- - I I 1_I I I I 1 _L. Up EZ1/IS. EZ 1 W/ 18 ANCHORS _ _ - --- -(SEE SECTION EIt a ALTERNATIVE E21W ON SHEET 18)-- _ 4n. Yn f�(SEE (SEE NOTE 2)`,w� \_JNDIE 3) END6'r uVYIHLIu OF POP VIYET ;AST PANEL(]) TO BE INS'AL<E:' 4T EACH OPENING SMAl1 ALWAYS BE 1/Y o o o '.' 10 O C H ' C ! o ; loy� I._ - _ _i PROVIDED W/ REAR HAND'.E TO FALL ATE NSIALLA'KXr Ir nli[NDETJ i= i TO BE INSTALLED FROM MS!DE OF STRUCTURE I t3. I 1 2 PER PANELNOTr Sax • ;--..I• i .- , r ,. . - - - , r , r - - Or t (I i TIhiTIQY Of cERIES 2000 E-Z NAfIG STORM PANEL 5`•ST£ V i j T 1 I 1 ( I (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (%4TERIOR PANEL) ` (ETHD PANEL) j CONSISTING Df PANE. + Con1 'RACKS TOP B BGTTOY SEE NOTES 2..3, a 1 I I I I SEE NOTES 2, 3, a j 1 (2) END PANELS SHALL ALWAYS RE CONNECTED i0 BOTTOM TRACK 6' 0' NRIY�JOED AT 'OP ($ OTHERWISE A STOP BAR SFIu_ 6E Or SUCH j j pI i PANE- LEN.�LI PANICS. I- Cl ._.} I 3. IF END PANELS ARE CONNECT TO R07TDM 'TUCK, CONNECTION sfutl CONS15: OF t /4'I 20.3/4" M.S W/ 7/8'0.2/32' WING ! li jr BOLTED PANELS w/ 1/1 20.1' NUTOFIjs"exJ/<' Nln THUMBSCREW INTO TAPPED I TTOM ! S s. BOLTS W/®0 LA.OVERLAP TRACK. LOCATION OF FAS?FNERS MAY BE A" ETHER G^ TWO i I (SEE SECTo0R5 AS AMLKABIE) EXTERIOR FIAT RANGES CF END PANEL. I_ I_ i 1 I 1I 1. r !_ l . 1 ! I I I! .j ): I 5af 1 I 1 : _!_ .� OF ', IN CAS 1HA7 END PANELS ARE NC' CONNE TCC C. BOTTOM - A IT OF BAR 15 ONLY USED AT TOP) AT LEAS' TWO 1 ' I T PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS It I j I I --ITT-I -t-Y'--1-}-T 'T'r --i--j- ?"T--T-I1�-}--'j-r ?-f 1 1 T-t-} j'°-r-T ON NOTE (3) A6OVE IN SUCH CASE. CONNECTION Of f'^+-f PANELS TO JJ_LLJJ_LLJJILLJ_�LLJJJLLJS-CL-1JILIJJ_LLJJJILI-JJ_LIJ� 1 - I PANf,.S TC BCTTCM TRACK MAY OCCUR A' AN` PANEL LOCATION SEE NOTE 4 - - 3" IT ufn SEE `1 SEE I.Yn t INSTALLATIO-45 ONLY VALID FOR WIND r�%!w,'0 NOTE NOTr 3 ' SPEED UP TO 17G m.P n. ANCHORS ---- - -�_ _SEE SECTION E21 W WERNATME E21w ON SHEET 18) EZ1/18, EZ 1 W/ 18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL_ . t SYSTEM (j') SCALE. 3/32"=1' 2.fla1•(YHL D+D6M '/4- 4aF. yrV' ♦• MAX. GRIP I� - SECTION A -A ,,LHNIPFNI/T SCaI F. 3/32"=1" pA. Tit r� Aa' `` %P: FLORIDA BUILDING CODE Mon Hi h Velocit Hurricans Zone24 GAGE GALVANIZED STEEL STORY PANEL F_�v �(L E C C EEEcGLOBAL PROTECTION PRODUCT$. LLC. rzYiP.ANY�rl 61 µs]`"D, T -Sa 'nrim-m'i�I. 20-17 M. u-omens r �- boot 1„ '•y/ � --- rA11TM A r41sr / i 7 P.r p. rrinulUN«am rr or q ENGINEEE=4ING ENGINEERING EXPREBS® PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17859.1 - R2 EX Project Number M31543 Product Manufacturer All American Shiners and Glass MamulacturerAddress 1540 Donna Road West Palm Beach, FIT 33409 Product Name & Description- 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Prolemonal Regulation (Florida Building Commission) Rule Chapter SIG20-3 005. F.A.C., for statewide acceptance per Method 1(d) The product noted above has been tested and/or evaluated as summarized herein to show comiaMance with the Florida Building Code Seventh Edition (2020) and Is, for the purpose intended, at leant equivalent to that required by the Code Re-evaluation of this product shall be required following pemnent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing $2031643 titlad'24ga Ga vamzed Steel Storm Panels (HVHZ iS Non-MNHZ)•, sheets 1-5, prepared by Enigm tering Express, signed 8 sealed by Frank Sennardo. P.E. is an integral part of this Evaluation Report. . PREP REPORTS ARTS Untlorm static structural performance has been tested in accordance with TAB 202 test standards par test report(s) OBT-ASG-17-001 by Siackwaler Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test ieport(s) SETT-ASGA 7-001 by Blackwelder Testing. Inc. • STRUCTURAL ENGINEERING CALCUTATiON3 Structural engineering calculations have been prepared which evaluate the product based on comparetrve and/or rational anetysac to qualify the following design criteria. 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354,0660 1 (866) 396-9999 TEAM 0 E NGINEER INGE X PRESS.CoM ENGI N EEAINGEXPRESS.COM I ^ .y 17 trf rE N µ1=KIWI= - • Y -:..rt NOUNTINC. E 4a a c rrnF f r IT t rib < < H1L L'. PM II E a0 ot ENGINEF_RING Page 2 of ? All American Shutters and Glass - 24ga Galvanized Steel Slonn Panels No 33% increase In allowable stress has been used in the design of this product. Separation from glazing is not required rot Installations outside of wind zone 4 and essential fadlRies. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously Mated test report(s). and is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schadule(s) on the respective Product Evaluation tion Document freengineering drawing) Installation This product shall be Installed In strict compliance with its respective Product Evaluation Document (1 0 engineering drawing). along with all Components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (I.e. engineering drawing). Limitations & Conditions of Use: Use of thts product shall be In strict accordance with the respective Product Evaluation Document O.e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respeeve anchor schedule. Hosi structure conditions which are not accounted tot in tllk product's respective anchor schedule shall be designed for on a sitespectfic basis by a registered professional engineer. n i shall protected against Corrosion. contamination. and All components which are permanently nsteMed fo Ix other such damage at all dines. This product has been designed tot use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Bernardo. PE ENGINEERING EXPRESS bPF00465491Ceti Auth 9895 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ ENGINE E KINGEXPRESS. COM ENGINEERINGEXPRESS.CoM Il £ R" _ I F T H T N IiLL L CC . I'} 1. c [ y�r pE .v .F. trI Uli ('1 WWII MOUNT 9_RIOH 11 IYR1 1 - r CJ ), Z F` a �ArL-ilv'S-P-;'R ;'•' nU. CCRIMiaWl HOUM SECTION K.N t1 r. 2 L.u. r 'F A-n �•x ,I L 102 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES EXISTING POUKO ' - CONCRETE OR 1 -0 YAPCW/ CONCRETE BLOCK .. ANL710R . 12" O.C. REQUIRED. 1 /1'A TAPCONI - f]lA 1HEX HEAD TFX WOOD HEADER^ - -�iMl' r1E11 HEAD TEN ANCHOR 0 12, 0C .� SCREW O 4• FROM REQUIRED I.I. ... SCREW 0 4' FROM EDGE OF EDGE OF i� � I f ' -90 E. - i� ,lrr-»PI• 11 3 S5. am's .19 I xx etA1s • U 1 ear/.' oc a-SEPAIU1TgN I M }/16'P 1" Min. EIDSfNG X 10 CLASS. !T(q'➢ SEPARATION AW�MTINW POP -&'� TO G1A95. UM POP GlISS P i O i 1 � !tT t eA1OL' a "1 � 6MAX. M PJ4i-Ira,' ....-_ It PANEL i ehi5 - PANEL LENGTH ! I LENGTH w 1 1 AT V 1 U 1" wI 1 tl I pIi-SEPARATION j10 GLASS - (3 + I"'-SEPARATION-1ry/ja•A SDiF p 1 `% . It to CLASS I OF 'L' p 1 1/4•e-20,2' OF ( THUMBSCREW' U T T I/r 1 ED I EO. 3 1 1/2• j i t71 \_/ I/2 - - O 1; 4'0 TAPCON ANCHOR 0 12' O.C. • R�LATE ANCHOR 0 12 ANCHOR 0 tY 0C COWRIVE OR CONCRETE BLACK _ ... I . REQUIRED REQUIRED WALL. MOUNTING WALL MOUNTING SECTION EZi ALTEgNAM E21W SCALE 3/8-1' SCALE 3/8-1" fA1Nr111,/rl/// ±ye AENfF sz FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ` # MIN. PANEL LENGTH = - - 0. 441 i1°'0 '0.1CCO' '/F 24 GAGE GALVANIZED STEEL STORM PANEL nw�' a, SHALL BE 2'-6" j .A. : t AX. A._ _� 1. INSTALLATION ARE ONLY VALID FOR MS O. DESIGN 'k PRESSURE RATING ./- 40.0 P.s.f. AND W-O" MAX i PANEL LENGTH, STATE OG-- GLOBAL PROTECTION PRODUCTS. LLC. Q1ln/low 4-, " F�3---'' 'C O rMc 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �:9�,n . FLORIQ¢y �� IM a RcNNro rApp Sr s 14 avX, F. silo20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC All r.IAea n ms _ %o S EN Y? ( .:: aPp n - a F� Pml . -rxx Fo: (a.Ahe- FB FAA (WHAfte . B 7 DENSITY OF 0.55 OR EQUAL. N/p MINING G-r>eos11� s.w m onwBrc NP Hr4Nliltl Jwv.4tLIAF/DRrz WNrze A rn.Lti Y.. Y rE-w N LIS It 1 7, iM[ft a Ix re ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP, TO PANEL SPAN) Top MOUNT (CONK TYP, TYPE A5 REQ'D) SECTIONS -F--- BOUTSOPTIONAL 2'-20 STITCH BOLTS WITH FASTENED 0 vdINONU75 FASTENED 1p OVERLAPS IIt MIDSPAN (USE 'y r- APPROMULATE SPAN TABLE) $ PLAN VIEW a4�F � RD.156" WE I 1 BUTTON MCXINT \ i (CONN TYPE \ ( ~ RC'Q'Dy \ R0.391" / MAY SE AT T i r 0.375' B BOTTOM - 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T S. ELEVATION TOP MOUNT (CokN TYP Ln"u' AE i EQ'DI (SPAN ABOVE -T- TRLKTION) ff T TYQ'D) E(LOCATION MAY VARYOUNT TYPE Q'D) BOTT13M MOUNT IMMIX Lrnax TYPE AS REDO) (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIQNAL )4'"-2D SfTTCH PROMI DED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY YANG NUTS FASTENED 0 SPANS ABOVE 8 BELOW 085TRUCTICIF OVERLAPS a MIOSPAN (USE gPPpOPR1ATE SF•4N TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS ELEVATION ALLOWABLE PANEL SPAN & GLASS SE PARATION SCHEDULE: 2+ GAUGE PANELS MINIMUM 51ORM PANEL SIPARATON FROM GLASS HIVIU, WIND ONF AaE55ENTIAl FACIL I TIES I i MAXIMUM DESIGN LF IN51 N1ASOVE IF55 II PRt SBURF SPAN Iona• SPANFO I 1 ,THAN yF' ABOVF ,BADE INAN 3U' 4 V GRADE HAN30 ABOVE BO C OE 0 1 /35 1300,n .0611, 2161. /40 _.. 130.01n _ 6Mi_n _.. 2.16A, •145 1-30D,n /50 LRO.(1 in 1,061n 2 L6 U1 /ss 1n d6rn 608m 735m •lBO 432m 6091n 2531n /GS 59BIn 6111n Z io 3641n 6121n 2.�In 1 ' /72 270N_ 6131n 2981n :iPAN SL NtUULt NU I tS: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 8 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH LOADSPOSITIVETHAN A i NEGATIV D LESS OR E U L 0 Q kEGAT1VE DESIGN LOADS. 2. "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS '-.TRACK. STUDDED ANGLE. ETC.I USE 6,25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND'U''HE'ADER5 (INCLUDING BUILD OUT C041DITIONS) 3. LINEAR INTEPPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT NIGHER LOAD. GLASS SEPARATION NOTES: 1 ENTER: SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2, SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEAT HIGHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACT LITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. n' PRANKBDIIAROO pePasE P PED:L141Ha G `" MAXIMUM ALLOWABLE °' rFn1k -1 IbiY DESIGN PRESSURES: x II 3 _--- AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULE` a "e POSMVE AND NEGATNE DESIGN PRESSURES CALCULATED fOR Il��SE WITH THIS SYSTEM SHALL BE DETERMINED PER e u ffi u SEPA kATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE PRESSURE REQUIREMENTS AS DETERMIN4332IN ACCORDANCE IN H AS(i 3 AND CHAPTER Ol I{i yg1 ff= I603 OF THE FLORI CABUILDING CODE SHALL BE LESS THAN Q OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY I. < Ii p4Y ASSEMBLY AS SHOWN. Z GENERAL NOTES: 3:r 1. 1-SPECIFICATION HAS BEEN DFS1 NED AND SMALL BE FABRICATED IN r' O;l, li O W ACCORDANCE WITH THE REQQULREMENTS OF THE FLORWA.6UILDMG CODE SEVENTH EORION FOR USE INSIDE AND OUTSIDE DF THE HVHZ, PER O ?(030) rAS 201, 102 AN' 2D3 TEST PROTOCOLS. CONTRACrdE SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENITS WHICH MAY APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE Cn ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. NO 32.1/3 . INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROTECT SUPERSrRJUCrURE WITH WHICH THIS DESIGN IS USEDSHALL RC RESPONSIBLE FOR THE INTEGRITYOF ALL S PPORTIM SURFACE TO THIS DESIGN WHICH BE }}BD SHALL COORDINATED BY THE PERMITTING CONTRACTOR, 4. SE PMATE STTT•SPECIFIC' S[PLED ENGINEERING SHALL M RFFQDLAID III E( F OROERTO DMATE FROM LOppppgg,, D[RL[CT[ON& EAR SPANS E lAmeo HEREIN. CONTACT THIS EI GINEER ALTERNATE SPA CALCUUCTIONSAS N FOR N MPY OER UIRFp. d to s 1'NETSYSTDA DETAILED C SL IF GENERIC ANO GOES NDT PROM F FORA SPECIFIC SITE. FOR SITE CONDIIDNS FROM �(LJL11 N W '� yl p THE CONDITIONS THE 0 EN REGISTERED IOETAILEO HEREIN. A R REGISTERED `� Lqy ETECT SONS FoC DOC TS FOROR CO-N Ci 11 ALL P I IIIS SITE SPECIFIC DOCUMf NTS FOR USE IN DOCUMENT C. DESIGN PRESSURES S. DESIGN R6 NOTED HEREIN ARE BASED ON MAXIMUM TESTED 2 [� VIDEO PRE95URE5 DIVIDED BY A 3.5 BAff7r FACTOR. T. ALL FASTEN ERE TO Be K•n OR GREW7� gAE GRADE S UNLESS NOTED OFF ERIYIBE, FASTENERS SHALL BE CADMLVM-PUTED OR OTMERW6E 6 CORROSION _RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUNINUN ).38Y TXE Z Q yea STRUCTURES"F$CRON ALUMINUM ASSOCIATION, INC., S.ANY APPLICABLE FEDERA4 S7ATf, AND/OR LOCAL CODES L..% AR. ALLSTORM PANELS SHALL aF 24 . L.O024" R GpSTBFL PANELS (Y a STORM SHALL CONFORM TO ASTM Aa5] STRUCINRAL LALITY Q ST[[t. G COATING A Mn F .48.1 I. m As r W PITH 1ALU KINAM EXT 53-T 0. ALLALUMINUM EXTRUSIONS BXALLeE 606}T6 ALUMINUM ALLOY. UNLESS NOTED IOM O'/ISE. ANGEO AS FIELD DICTATE PANELS MAY BE MOUNTED VERTICALLY OR CO TOP a flDDE:PANE S M YIN MAY aE ED VERTICALLY Q J HORIZONTALLY AS 2. CR TALLY•AS APPLICABLE. ETE ANCHORS NO CONCRBTCONCRETE NOTED HTALL ALL CONCRETE NON -CRACKED CONCRETE ONLY, INSTALL ALL iONCRETE ANCHORS PER _ 1 11 IS CALLCD FDA BY LOCH STATE A FEDERAL CODES a FROM D[+LArlons of Tres PUN. a R a a e ° IS EXCEPTN. OP OYS AKE.%EIN.NO ADDITIONAL CERTIFCC AFFIRMATIONSGAREINTEMDED u AnG S. ,4R ALTERATI6 E AfNO MV S OR OT IS Ce RInR65 iOTNIb DOCUMENT NDT PERHRTED Al1D II ]17. PERMANENTLYLABELED WITH MIN OF (1) LABEL 14 SHALL BE PERMANENTLY UABELEVINCI A VERY 3 RMATIO ER EVERY -A :LET. N SHVININGTNE FOLLOIYING 1N FOpMATIDN' ALL ARI D GIA� ERICAPALM yyF C HERS T BEACH, WEST 1,UA BEACH, T TAS 201. TAS 202 ETAS 203 # 20-31 ROFIOA PRODUCT APIROVAL NUMBER JGymairrniARY $•O VISIT ECALC.10lS1543oil '•loan fJ arolNEaeINa6KPRLSB eoMsroREn � rrnA,]umPNALTLANR FRPORTeslw -7T L,- T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT r. �f L Hr as 4 ff I .HT /IaWM C• lY b' 27 24• 23T 2 24• IF 23- 2a' r BNYdP1A Hee04r 0" 0' 0" 23" 2 r 25' 2Y 2r tr' 2 r 27 2a' b6 a'Lr Haear, P tr P Zr 24' 25' 22• 2f T 24- 27 2r 7O 2XSeaed 23" 27 27 It- 30• 31' W30' Zr 3D• II• 37 BP loMa "r TIAFK 2•L" 24' 24' 30" 46' SIT 29" Ir 24,Ar 3RT 5r FT,/AIR 25' 25- 25' 31- 50" 5Y 30' Fu0' 75" SP 31" TIN B Sad a MwNr 2Y 2T 2T II' ?P 30' It- 3Y 22' 21F It' 3 1• Dlrsa rAors z 1^ 2 r 3 r JO` {a' W ZP 4a' 2 r IT :10` 57 'W N T V a' Zr2r M' 2T' 2 r o' 2 r 27 2B' 'F i. Tr ecX 2 A" 2r 3 1' 3cr 46" SET ZQ' 4B' 2 r as^ 3cr 57 SW Sit 27 27 Zr It* 30" It' 11" Iti' 23" 30" I1' 33" N: TrprA 2rr' 2e' 2e• 3S Sr SS 1^ 57 2e` 57 37 SIT all" efr,NMd3, Iq w,.evP,.a. alias .y �n � Nr _ 4 M j W � � N N °y y u s to N g@j 4 A t1 ^ W LLur N2 2 �r OW W N SPAN S.rOWM1 MPE MF NIMIMNI LL1RNaYE SPANS RaSEL•- ANY CDNBrNAn DM1.P NVUNTINa � .•, Q <JNDITi( ♦, rOp OP EC,PLION P4MPL L1NGir51fSS n ND' 1n IN TA&1 ARPYI Wt NDl ru:[FfT4Ni I NGSfPAAA n13N•xy1:AASs15AEWI4EU wrRNYAM 5•iaf•'FP n"FN TwaT MnfV Rh •PSPECTJ< rq,,INnNG .,CMR1NAlON ARP V P PAN L LDF 4JSIMlS A IPFC rp9, ul WIt: UV* NOUY P •eUvf WIrERf SL.^.E C<OtuR15 Y• NC,F (� _ USFN Wnr+illt PLriIi NOJM1nNGC InfwSP IP DSEPAPATION FP(a+T ASS SHA,I PLAU • T ♦ YaaLE APRIfS TU aDFN::p♦(w n. Ua WRUOVF S�i'rCi. B('�I axD:♦Y °YrFIS.sMrN Wr*I+P1axf, Q iASTN'YK ♦ 1: � W 6 :9 O C 1 +ANF, 5 rr4r $rA.l % N UYNr. OrC (1 Or nR OP'iLWy rpE OE BOn M♦ Cr PSUaC PEA Q UrENINC 1K'A cFiYC rl USING ..Nr MU..MLNL ..^NPITIDn .,.Onh h i,•F55 CPAwIMC /I OPTIONAL INTERIOR FASTENING DETAIL L� N,T.S. N r�} gy d G Z � � � ff ASrP.NE1IN�T•,.AL. IRON In3fIVOP .-- "� W �, M'N?. 1's; sltXwaLn RU'Pr MAC�INF irnlw nrFL, r Ola NMr M.T 6 w•t•,ERf1" WINGh!r �JI 1h tNEl:rt FyT �Miow NAoc� Rfw 39�O��T�jI •.s LrAl�rn P•hfNFCTS BOR7 "tklN' �.�_� � � II I��I 1 axon no P"fP nl -.y■yy �}f6 r 4 twit ATM Aa no. .. 1. UI LFwSUAE Am'NOPS a- COMO RFNM IWIN.or[ E "rS• IrIG CDNCAE'F SPACING OF rAL< nlE .Of �.YfN IN.NL„PA 20-31543 YAYA rapMlh. swCThC TAFEu�• PANEL AC1ACTCfM •CI F4 ES< PAMI I M OPTIONAL EGRESS PANEL DETAIL 5 INTERIOR FASTENING --_ rRCRXIFc DSA KX;iiP 1 . fiBBs 2.250" D.094" H- 2 B90" 2 250" 1--�- r Q "--j-o.060" '1 IOGA V.12u, �" TYP, rrP Ti +"1930" 1930° 0.D62.D62" N _j rD125" »�Q2020, .250" -i. 2.0(m"1- --I 7YP 2,000"I• �.121" 1,]80 n.N` FEADER � •I]' FEApFR ®An-OUr _ MFAEER 4r LIJ-0c� AP Cl0a0RE �SILID ANGLE �� d 1.SL L560"L---11.560" 7LI510 3" 365" 314J6 "qq, D.376" 0.313gg"zz 0,31qga lipp 33pppp% V id i O.179" g.655" 0A 004655" D 375" [� 65b5S' 0.350 L.007" 0'.iA 3 1 -12.51X7' PANEL COVERAGE -1 �� L 0j 190 .a86' EE ` 14,875" PANEL LENGTH Q ^• 0545" 0.524'15D" 0�260" ` DW PA L b ��T m �T I u DfRFR1DN �j O,1790" NAr 7111 E a 085" 0. 71D TYP r�l-Oryp� 2,000:OD90``wr. 0) 215'01700" 0.]LO" R0335" ,IDS `y1 rY BIN.Dy -dlT Y TeAOK n"F" ➢rAE1t 8 P_ � D.090' 1 W ,. o wNdAIT 0,957" 0 376' R �--•v..�ini �y..T,l i 0.190' - ,.'T.r,•L lip LEG � d _ - DUE<noN ❑C ua •tit'-.: _Cecil 3 DOD" 0.125 nra TIE Q rteVEnsfD ° yy p1 Type Q n i 11 "F' ANIXE - iRI,CX (IXTEFIOED3 p C ot- .- ] 1D00'•.;•viv`•: U�WD = 8 OVERLAP I 4" MAX. /.\ COMER CLOSIRE PI L ��.2S" MAX. •i I.^l a.lw j r 1 ovaerz ,0 2S MAV, i v. O Lu BUILD -OUT W d 4 WN DISTANCE r-I T-FE,v r M N s.l N. " rr'Ar - LoDv EMBED 1.OD0" OVERLAP 3E20 �4A I 4 -y MAX B rrlF --I �.S" MAx NT s _1MIN a it MIN p1.50C, lad I B I F� 4" MAX. C a MIN y._ u I ao• r• f,. y (LCORNFR CLOSURE DETRIUMURF DETRL TIAPMPUIDCLOSUREDETAILCLOSUREDETAIL n -It -r...r NT6 u ANCHOR SPACING SCHEDULE: 24 GAUGE PAWLS. PANEL FASTENERS 0 12 5' O.0 ®D�3°2➢83Z®���®E2�� ®�I�®ice®�®t13�91�1 I®E��®EF�E��®E�IE•� 77 . f ; /% .Et®®r%ERIN _ �F2i®�E�B������➢ E KK 1 i i. PIAM, OESiaa ANCMOII PRESSURE nPe RSF Ili' In R•-I - "I O 1, If CDXX TYPC a � a u CmIX TYP! cot C3 c3 �4 CONK TYPE r 1 CI C3 C4 V n" .2'• EMa6D ]3 4B SL 1Z 12 S 1 6.0 I50 70.9' 1 2S0 16,01116 75` 1 S $ 56.0'16 57" SZ.T 16014 1&W a 1 S. iaD lsn 6I- 12 ' 5 I6. 0]4e 60" " 125' 150' 160' 7.5 12.5' LO' L47' 6.11` 125' 36.0'1 11' 47 6 1.2.5 12.T 16. 160" a0 4T 3 1 6,9 6 D' 12.5 12 S 1S0 1a.0 14 SC' 7 14.T' a.0" 1 25 12.5 1ED•14.7' 6O" Sfl. p' 14T tip" O72 11, 1 V, ENECC• 33 VIMO SC" 41 S2 12. S 1 6.O 160' 101" 12 S i6 a 13.1 -.D' ] 2 5' 16.0" ]0.8- 6.2 12.5' I&al 141" RI' 12, 5' 160 975.6 7 12 S' 3b0" 9.7' Sb" 1I.5 L[,5 16,0' 1L0° 1a0 1t.1 15.0' 96 7.D' a4" 5.6" 12 S 12T ]2S 16 0' 16.0 160 4,6 fi" 5 BA 9. a" 9.5 5,6" 32. ' 5 32 S' 12. 5' Ifi.O" 9. ' 5 " E ,e Sfl n' 4a" IF. 76.0' A6" 5.6' 8 114" a l-ilb• [n1B[0 33 TO CRa •CFAs• 41 46 -Wl 52 72 12 5 Ii.011 ISO IL iP 0 11.5' 22. S" 36.0' 10.2 L2 5' 16 0 LIT L2 S' 16 G' 9.2" 12.5" 16.0- 9.Z' 125" 16C ILA" 12.5 I50' 9.l" ]2,5 ]6.➢" 9.1 16.0 N' 160' R.I. 1215' t35' N 0" 10.5' lad' 9.1" 12.5 12.5 16,0' 16.C" 9.1 R. 11 6.0 5.1• 1 125 71D'.'8"EHBED / a' 33 All Iurt11 •i ANR+.1 41 l•IOOD BUSNAC 48 5Z 72 t2,5 15.0" 36 ' 7. 3 12.5 155" 33.8' 5.3• 4.5" 12,5' 1a.O' T O" 5.9" SZ s 12 5" 4.6 < 3" fl.2s' 12.4. A.. ^ L2.5' 15.4" 5.9' 5.0 6,341 25 12..0 4.7' l " S. 12.3- 4.7' 4.0" 12-5' 4 " S.5 4.7• 6.25 121 4 �0" 25' l2 " a 25' I, T. + i" 4.E" 2 T .2'. 1' 3" 4 4.0" tits" 32.3' I'll 40" ANCHORN E NOTES: S 1 ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSU RS INDICATED IN 5PAN SCHEDULE SHALL APPLY, 2 ENTER ANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MAT EWAL, B ANCHORTYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE LIE5IGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN 00.E UAL TO SHUNT 5PAN. T Q E0. SELECT CONNECTIONTYRE BASED ON APPROPRIATE MOUNTING CONA pIU S MOUNTING A ROP MN N IT[ (SEE MOU IN6 DETAILS ON l Sd-IFFY 2 FOR IDENT)FICA TtON OF W N ECl IO N ON TYPE). I 3. "PANEL FASTENERS, ARE STUDS USED IN �W UNCTION WITH ALL MOUNTING EXTRUSIONS ("F"-T RACK STUDDED ANGLE, ETC ) USE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR LL"H'-AND'U'-HE DERS INCLUDING BUILDO CONDITIONS) R p ( G UT < ANCHORS SHALL BE aJ5TAl1E0IN ACCDRDANCE WITH MANUFACTL 0.E0.S' RECOMMENDATIONS 5, HOLLOW BLOCK HOST STRUCTVRE SHA L CONFORM TO ASTM OW BLACII. 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7 M MINT UM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCK FOAM IX BRIAND OTH ER WALL FINIS HES WALL FINISHES SHALL BE HOST STRUL 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSF'QE LOADS i0 HCGT 9TRLKTURE. a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY' THMT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4' (MIN,) WOOD STUD (yV EDGE DISTANCE 15 ACCEPTABLE FOP. WOOD FRAMING), WOOD STOD SHALL BE "SOUTHERN PINE" G-O 55 OR GREATER DENSITY LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX (READ. L t REMOVABLE ANCtOO ARE °EWALT PANELMATE, ALL -POINTS SOLID -SET a BRASS BUSHING L2. MACFRNE SCREWS SHALL HAVE 112" MINIMUM ENGAGEMENT OF THREADS I NTD THE BASE ANCHOR AND MAY HAVE 217FIER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U NG 13. MINIMUM BMSE'DMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 DIRECT MOUNTING CONDITIONS. LE LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET f) Z In 3�L g ~ L.f LU 333 $ M660�,,, Q 01 9 -#-a i Cn (,0 O� W a--R U L Q C= O _0 C CIO -0 �- O O C L_ 0" C O W LL_ O .D U) N L O O Q I� .� �'/�^� VJ Q Q Z Z W J Cn nW, W O L 0- Q U O U 'a) W c G Z Z Q J 111 SHEET NO. SH 1.5. a