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HomeMy WebLinkAbout3315 Moulden Hollow DrC 'to Y4� s — --- — 1 0001- — — — — — — — — — FE M❑ ❑ ❑ Ll■ ❑ ❑ lllil�_�1:117 F71El D7111 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV orAbv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN orCONN. Connection CT or C.T.Cont. Continuous CT or . Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Gay. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KS or K.S.or KlWall Kneewall KS or K.Knee Space LAUN orL v. Laundry LF o L L, Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain FED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT SF or S.F. Square Foot (feet) or SQ or Sqq . Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR orVTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDWHDR orWDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS — MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 any work. The Designer/Engineer are not responsible for any plan n 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. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR T R EV E STA 12-15-20 4.3 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 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. 1 791 ! llt�tFl��� r, .� L> Y r 'o O .ESSI ell fflllIIII W kk 6\\\ 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. rn W avE LO Ico o �� N O N u J xt LL C O O O J nip en it`, w N fA cnr-- r-° LLwa �cNnv a Y Q J LL wa L o Z _-off = m cl N CO = O00 J J Wr°�°'° a Z IL LL oo N cl) Z L O Z OU v� co W z N M o g Z m N z o � Q 13 r M N z XQ)Ur Q 0 W U O � lJl w o � r uas U _ W J zE S zE w I' U o o Iffil N 14 M1111111 ti o co w cl)0 J Z Q z L.L QCE O E n� z p o 0 Y z p < Z© 00 U C — E O N o X U �= d p U U S< Q a z woo ¢ �w L ra j C o y m o o O LL ZU 4% wo Qw N z a Zo ¢ U Q wLL dz o mW �� o lo _ �o 0 = u) L6 rl^, m m C6 W C9 ^L, W O Q IF Y O U O m 0 r 0 o Lid r 0 0 r W CV � Q o Z Z E ri g IL E . . 0 .o m Q o JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. C S L O O 21' S3 37'-8" 35-S H 16-3" \ I a_ 0- \\ OJ O J \ \ N r W = U o TW U \ \ 30'-0" Noo iO N CAFE 4-0\\ FAMILY ROOM V ULT.0 G \ VAULT. CLG. \\I� CARPET aim PATIO co co O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E w I 0 I 0 LO I 2:12 SLOPE CEILINI I I I � I 9'-0" T-8" 2'-8" 4'-3" 6'-10" T-7" I 5'-0" 1 -5s G DR ER VENT O S3 TH RU ROOF h I S #2 SYP STUD S SS G = HTT4@ BASE S3 N I OWNER'S SUITE 8 -0 FLAT CLG. CARPET TYP @ 1 STORY I a A T S3 9. 0 = w O LO N uJ I 00 L - - - - - - - - - - J 00 N 0I I 1_ ---- D.W. o o 3L _ 24 - J 18 •1 -1 -- 9',2 ,INK w� DISR 2' 61' ,-2„ 1 8 i rMEN ..: N o_ =w �w 0 rn- � : 1 �! 1 CARPET a4 30'-10" TILE 4068 B.F. T-83" 4 ILM FIBERGLASS SURROUND HALE 9'-4" FLAT CLG. CARPET I ENTRY I 8'-0" FLAT CLG. I I HANSON BOX @ 36" A.F.F. M EDGE OF SLAB 2" BEYOND WALL K 2-CAR GARAGE S3 8'-0" FLAT CLG. �I I / K \ ---. - - W W c? c�D 4-SH ro ' 11'-4" N N 2'-4" cG°\t 1 � CLG. I Li I ---t-TS q U)I m -600 BEDROOM 2� �`; 'BEDROOM O 8'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET I CARPET T' I EGRESS I EGRESS 25-SH 25-SH S3A O O A (V C? I I W (3) #5'S E.W. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 17 I � I I I I I I L----------- R&S G.T. 40681 B.F. 9'-8"' I EDROO 4 8'-0" FLAT CL CARPET I I 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 10 W r. 10 A S3 �U) O r Wrn Cl) o� HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 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 7 114" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX257' S.H. 13 20X38J 18-1X37 S.H. 14 20X50J 18-IX 50 S.H. 15 20X63 18JX62J S.H. 16 20 X 72 181 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38J 26x37 S.H. 1 H4 27 a X 50 1 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 27 d X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 a X 50 1 36 J X 50 S.H. 25 37 J X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 7' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 5271 X 251 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S. H. 35 54 X 63 52 J X 62 1 S.H. 36 54 X 72 52 J X 71 z S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SIN SHEET OH SEE SIN SHEET 1 L�Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR PLAN - ELEV-Al CONDITIONED CEILING RBLOWN-IN N (INSTALLLL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE. �Qrr=1 r-Orr (GARAGE / LIVING) i 11N'14 ``, "ftil1111110\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N CD W a o OT E o ° � O N N �°° J N 01 LL 5 0 0 J �, m , 7W N Yk LL W NJ y cnr--P� LL w a p j M V , a Y �i U W w a- u Z _ o @ V O > y°o O ~ w '@ (V CO O J m Q Q a Z LL co 0 a Un Cl) z of O N Q U U)i Z O W ❑�❑ z � M o g (0 N Q o Q � rz � N M z W y O �N ,, o Ly N Cn U W all= J U ml° . L alb•.• U o 0 0 -c � m r- o co � w M M w z p z Q .J QE o �o QF, z© o� H Cl R ¢ ¢ D U U U � o o 3 4) a0 wo ¢❑ az �z i ro co - a � om r m� I , °, U:) J az 2 . 3 oCn 0� S� !? LL a m w U < 3 x Q� o o CD �< �o a� O0 V zk 0 Q NN , �,j, N= M: 0 ui L j(N C U co C o .� o o I� c Tom[ v 04 T- .� -0 (0 LO o w N a E CIO z Z E c FLU E J Q J JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 1 i I ., I It a1I11 Ti-51.-tll� iTiTTiil-i1 Ai W�,u i,�llduttt .iE: Frraiu nl�u.uu ieL!_.. iGi1� � i„� i- �i.,,� , I KITCHEN ISLAND VARIES w MEDICINE CABINET I. N VARIES, 2" LESS THAN CABINETS BELOW �F- OZ 0z O i CV > i _ M CV M M d M LLI I L11-1- I I KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER FIN. FLR. I 0 M 0 CV 0 N OPT. REF. KITCHEN 0 80 O INV- MIRROR i 0 M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD n— TOWEL BAR IN TUB OR SHWR. SHWR. VALVES C° SOAP DISH Ocn 7TOUB DOUBLE RODS z a w 1- 0 0 = o zo 50 U ii) o _ M OWNER'S BATH SINGLE ROD Oc MIRROR /7// /7// BATH 2 INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT IX BRACKET " 36H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 U- LO 0- 0 2x T in co FRAMING r F- C) CD =j 1 /2" GYP BOARD — T FIN. FLR. - - - 16" FOR LINEN 12" FOR PANTRY CABINETS - 1 '-2" p C) C) � r CV N CV FIN. FLR. CD O 00 O °O BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 � � M ��y l ••• F •' �� A •ee •eee 0FESS10 ` r P. ��rj`WrI1111111i00\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H ffm00 W Q 'q E 00 O O U N U 9)O � U -1 C J LL o W Qaj rn�r-�a J w a LL j a 1 13�, 0 J LL LL O uj a' z _�� 6 rL-o o0W �'�Nco = O J W � . rn Q Q-C� IL ILZ N mZ°of�,o ZO _ U U � VUi N (h O O O z z a � Q J — 13 N ^, M � V /D C Cz W V O L C J 0 v ' I_u O 1� U7 W J — — E I _ � N U O N C rn m 0 Q N OU ti o co w COp J N Z Z ,y Q E E° Z oo w Y <R z© (10 tj F-- nS - o E x 0 4 �o 000 0 N ¢o az ¢w <o W� .0 (0 U Z N J 101. aw �z > o ¢ Z 50 <o d� �3 3: 0 O = '� O 0 m 0 L jN �— (D C:) Q Y C:) CL Q C: m o t\ O r �. I� r O r 2 0 0 r E E N o E C O Z z E 10 a f6 c FLU Q p JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. 2 ox w W X C1 "F-Pi -------------- 12 5� 1 0" 01 T-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5� F4 F5 12 �5 1"x10" SMOOTH TEXTURED BAND m� FRONT ELEVATION - Al 16-0" RIDGE VENT 3'-0 RIDGE VENT TEXTURED FINISH 12 �5 T.O.P. T.O.M. _ HDR HGT — — — — _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NOW _1'-8" _ 25 SH 25 SH F. F L. ................................................................. ] LEFT ELEVATION - Al W, N O o r oo 00 CD 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. \ .� Z6 ' CD r i •. FL O � �O,' IE 10�* 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 a � vE (� o o00 M °r N v Cl N & J 6 LL C: G �LO� LL w a H Q a w LL ':_JV IL W J LL LL a- Lu 0 Z — rn 0 0Pw W rc°4 -� @ N co LL 0 � I IL Z Urn°. d a L Za � O a N N o� ��Cn W N M 0 0 z10 Z N o Q a N V) M 4 .0 LU o 0/a w o ai CJ � W J — � 8 �'•.. zl�. L Qj U O N Q O N I� o o � w co coo3 a z a � J LL. Q E 0 w oa c O E o R0 �< 0O o< az L <o wo Q ww �� ro rp Y o 0, Q 2i F o� zz ao U�- w o O CID = r O 2 O > Lo 0 o rn m 0 ^L W •' 0 Q O C m o r O r = Np N N T 0 E N E p .. o Z M z � E Q �; N f° a E o U _ .0 m Q p act _J JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 3.1 - I I I f i. l i t it-1 --I — i rn 0 it S 04 04 o' J 0 I rn x h O C a� x t` N O O J C41 0 I rn i 0 cn c -o rn c Q O 04 E 0 E O co c i rr- E2 0 U 0 0 vl U 0 a_ a c 0 •O O tZ CV N c�D 0 0 N O N v c (n m Cn 12 12 5O SGD 12 5[::� HEEL 12 5 4'-0" RIDGE VENT [`12 N 5 T.O.M. HDR HGT. I-� TEXTURED o CEMENTICIOUS 00 00 FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al 16-0" RIDGE VENT SCALE: 1 /4"= V-0" 12 �5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" TEXTURED —Z 410 3'-0" Oil CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL.—---J—---------------------L—J---------L----------------------------------------t------ RIGHT 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. 10 TV i m � cu SL �0 0 � ��'• F L .b o ......••''• N /N/lttltll`��\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W QO a E Om 8 � oo N it 6)' O LL V 0 � ��aO N 4t J � LL W 0) QN (n r r 'D M Vim' - W IL i u LL LL co W a Ly� Z — a .0 M 0 0 o W L . off( CO Lr W m m . W Z �Z aa0 N cc-)Z p U fyO ULL M (Vie Z M e'n- z N M O O O z � N z � � J — N z 72 W � W J �V) C o tlOa C t4l � _ E I CU o � c) Q e o \� o M J w M M w 2 o S z z q � J U_ m E E O �� 'o �� o oa ca 6 X U Oq O O c,J¢� as ao wz Y U mo Z Z C U)'0 a ° z z z j Q > p � d o mw o ozxF wF �o O M ii z 0 O = >Ln m co co 0 Y O CL O m 0 O p r = o r 04 LO E N 2 o Z M z E O Q) co = a E U � a Q p r_ C � JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP = CAP 2" 2" *NOTE: N 1" N FOAM TO BE USED 1"RADIUS ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS M REQUIRED BY 4IN COMMUNITY ^ 3/4" RADIUS 4 1 -54" "Al iv 0 SPECS. IF NOT, C' Mla i CO DETAIL TO BE 1" 2" OPENING VARIES 22 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N 1" 4" VARIES EDGE OF 1• OPENING VARIES 0 22 VARIES M T 12' VARIES 1" 1'-4" 1 N6 L SIN 1 1/2" RADIUS r Ail' 2" 4" � � 2 1/2" RADIUS ' 34' 4" Em 9) in r MI4 N 0 - SIN M VARIES 12" 32 11" 32 - _ CV HIV ," ,,, 1° 1° 1" BASE • BASE T -IN 3" 2 2 3" 3" 31, 4 / • 4" N Ia 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY a COMMUNITY _ 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24" • EDGE NG „ OPENING 3 _ 1-1/2" THICK 1-1/2" THICK g g To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these N drawings comply with the 2020 Florida Building Code - yyy 4" 10" �� Residential 7th Edition. Engineer's signature and seal is only for the structural engineering por ons of the drawing pages bearing 10.. 6" Engineer's signature and seal. � Co 2�" N H Co v W v 0 CC O 00 N O7 J Q (p J ILL 0 u7 N it u; W N O� LL d d C) Q L. a W o Z rmv 0-o 6" cn J) W 0 r- 00 o- 4111 2, 4" 3" 2" 2" N � rM Z � N ° W _W W °' d LL a o, N Q Q N , Z Of U) o > > Z O U v vVi W ❑ ❑ ❑ 1-1/2" THICK 32 M O 2,"CAD 4 z N M O O z � 2'-4"— r T �, 52' 1'-5" 52' 7 54 1 4 3" N � z o 00 IN Lf) J � 1Je •U � TTT111 — � 3., iLn 2" VARIES VARIES O Lv g tHss 0 4 1" (/) C c „1„ I_Ly �2 _ � _J E i 0 o VARIES VARIES c � Y I • ¢ N Ol O c 4" 8" o w co z co 3 I I 30 6" 4" KEYSTONE F11 !N:�0 KEYSTONE F11 00 o a LL �zN CN Q1' Q OPTIONAL OPTIONAL Q o 'j w o Q RSti E 0 N 00 _ I _ ^ CV <V F@— x U o 0 oN i R6" z 44' CD R r 3" o d Z o 44"� E 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" ? m� ~ r N 2 NOTE: � J z a M • INSTALL OVER STONE, TYP. 8 Q 5 0 9 FIN. TO HAVE T o VARIES • LOOK & SMOOTH4FDINI ITIOH AL cj z I d� • • FOAM/ EPS MATERIAL IS1 3� �? N • • • O w a ACCEPTED 0 CD 4- 0, 0 3 LZ NOTE: o • FIN. TO HAVE TRADITIONAL LOOK & 3 1 2' 1" 1'-4" _o O = o SMOOTH FINISH 14 1 -64 14 12 3 , 3 `2 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1 12 54 > L.C) O cat T-8" x� 7" iv 4" T-0" 4" a1 " 10" 1'_4" 10" L W N c eo _ � �. N �° IDO o 1 1 L cv 1� V/ J ° `n 1" N C CID o O T _ Np co 15 r N o o • O ri Z MMr � E O ° a C .Q� a U Q C> 12 JOB NO: 19-0251 1 SCALE : AS NOTED N - SHEET NO. GENERAL NOTES: Cn • 1.5 LBS DENSITY STYROFOAM m • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 r/3 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13, Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP METER MAIN 0 200 amp 150 amp copper to lights 1, outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND DisconnL#4GROUNDING POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING WIRE TERMINATION PER WITH CODE APPROVI NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. PATIO GFI PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER \ \ Tf 7T \ \ \ in CAFE FAMILY ROOM \ \ ` 1 10 \ --------------------------- ROUGH -IN FbR OPT. CLG. FbN/ LIGHT \ \ PRE -WIRE � I I � I C.M I � I I F_ -- —+— k / \ OW� R'S I WITE I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I W.I.C. ):� ­_--\,,� -7--_— — — EC DW .C. SWITCH PENDANT AS PER SPECS 1 0 DEDICATED RECEPTACLE FOR MICROWAVE RANGE G HOOD PER SPECS I / I -i- B 1 H ROUGH -IN FOR OPT. CLG. VN/ —� LIGHT PREIWIR ; I I BEDROOM 2 S.D i1 I ENTRY I WP I GFI Y) IR�GATION GFI 44" A.F.F. AHU W H n 11 W/ (3) #5'S E.W. l; I1 /I I T � I OPT. effT.I D. W. �''-------�-� I I GARAG E GARAGE DOOR \ LIGHT AS I GFI PER SPECIt 0 VP � I GFI -A.F.F. 21RQ/R-A E I W ®� d � L5 J I LX 1 1 1 0 U I / i J I/ " F LU J L— > w— — — — — — — — — — — GFI @ 44" lip /K A.F.F. H (C.M) 'li' 1 \ EDROOM 4 3 ROUGH -IN FOR G , ROUGH -IN FOR PT.CLG FAN/ LLIIGHT PRE WIREBED�OOM 3 \ OPT. CLG. FAN/ 3 E.W.la L�i�i TxP�,tl�/I�rr / \ / (3) #5'S ' \ __ -- VERIFY METER LOCATION WITH BUILDER EM TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60"A.F.F. O THERMOSTAT M 11 ELECTRIC METER mpg ELECTRIC PANEL —� DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN ELECTRICAL PLAN - ELEV-Al CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN SCALE: %4"=1'-0" W (1) PHONE LINE, (1) DATA PORT 0 N co v 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W a 'oco �E 00 o ,0 op F_ xt N O N u- LL �t V C N O C L-�mo J u `a vi QN �r--r� LL W d `L _j �LL� a u 0 Z 0o 0 �o� c a ILW��°jO1 Z ¢ a _j Nco M Z U O LO U_j W z O WCD ❑oo z � M o CD z W � � o � Vn ! rzrpM1y 'gyp ' W V O — u- 4-1 C 0 W o N C o U w m •... — J E O .. S r Q V O N in, U) 401 N Ol 14 o cZ w M J O C Co E CD-O U a Z of 0o H x0 o E oa �o S< az cliO F,_ ¢ O ¢� J m� _� 0r z Zm U:)�° J N m <w rn 2)o¢ Q� ZZ go ,� <0 a w _ o o w¢ Xo a= E2 (U > Q 0 L > N L_ O n li 9 0 m 30 = r- O N (0 Ln r � � r E w N 0 E z m z E O E N a. U 0 Q p J JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 4 w ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQINof Ventilators ventilation soffit ventilation vented be provided Ventilation . . Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 19 2 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) •>,�luiiiil;iP /� 4 U a Q $StoNr \\ 11mitl"1\������ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H � W a v E o o m OD (CO4 N N N 0 J V 0 Y O C 00 N cn J iL u W H co r` r-� V - w a- LL O QC' LLLL Y a. LU Z J x O 00'e rye _ o Nco O w L O J W O rn Q Q Q Z N M Z aK K N O O U v w Z W ❑ ❑ ❑ U N M O p z QQN Z O Q J d N QE3� M Z a U `o LL LLJ O �N L o l) U mksW J P— — £ L p I zl� y N J U o N L_ U) 0 m �® N f• O QO � w Ch CO J w o Sz Z a L.L_ E w z o oo > N ¢N Q E OU ¢z ?O 0L N I— C �o X U O h Up U U o E O � z wo ¢o az ire L fB W C y U O m0 O LL z J v=i 4 W �o �n N < F oop z z g0 Q a 3 U ao az �� xF �O � 0 Mj w< oz¢ d F 00 O C O > Ln O�1 co (0 U L Q O CL U O m w O O r No It I� r r = o o T"_ T N o E C O z z E O �; CU d E a U J Q 0 J JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 5 r A w ,_8„ 37'-8" 6'-0" 7'-18' S' 28" It 6'-0" 10 2'_9" 5'-2" If 5'-1" 6'4" 5'-0" 3 -0 TYP A L S3 H.B.T S3 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. 15'-0" r INDICATES FILLED CELL w/ 3000 PROVIDE Y2' x 9" iv T PSI CONC. GROUT FROM FT. TO I RECESS FOR FRT. DOOR 3 1/2" SLOPE ;�, STEPS AS 1 #5 REBAR VERT BEAM W/ O TOP OF CONC./ PAVER TO BE 4" I qL-- 10 REQUIRED ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. co BELOW FIN, FLR. 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" PER FIELD CONDITIONS I �0'-0" DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" I L. CJ CJ r — .......... � I PROVIDE 1 Y2" RECESS I HVAC CHASE I AHU I; — — — — — — — — — — �' — — — — — — IN co o TYP L S3 FOR SGD. REFER TO I MASON'S SLOPE FOR I WIDTH in BASED ON 6 2'-" 2' x -6" x 1'-0" / LOCATION W/ (3) #5'S E.W. / r I v/ I (2) #5 REBAR �3 1/2" I 32'-84" VERTICALS w/ in FILLED CELL 37'-52 21'-24" 5'-4" 3'-8" T-8" I 2'-17• -3 1/2" SLOPE 4'-0" ; I G ; ; OPT. D I: eo in ; S3 I CJ CJ CJ ' J � III — — I � _ .I............ F — — — —----------- ---".. T ----= ------------ : �� I CJ I t--�—� } } EDGE OF SLAB 2" o N ............. I r � CHASE TO KITCHEN ISLAN ISLAND l LOW WALLS O� • . BEYOND WALL ! }I J 1 I. 1 I I S3 o I2'-6"x2'-6"x1'-0" p W W/3-#5E.W. CJ L.—__---------- bN } I r G SINK W1 DISP I K i� S3 I N } { O S3 I j I o O _ I 23'-11" 2'-10" 4,14„ � alI I I (2) #5 REBAR A s3 �Cj Li ° K VERTICALS w/ in } I S3 FILLED CELL a I N I CJ o f j ——.......-:.-.......-.......—..... I r- .. ..... .................... ......... ...... .�'._ C° 13'-54., 7 2„ ........ ici CJ CJ j _ CJ : CJ :.•� �••••.•:•.•••..�—...... .. — — Ala ^;� — — —I — — —�--i-- — — —� — — — —I / / ✓ 1 co / LID 3-1/2" MIN 2500 PSI CONC ; 0'-0" SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER (3000 PSI CONC. SLAB FOR i 1 i HERNANDO COUNTY ONLY) 2'-6" x 2'-6" x 1'-0" I; _ W/ (3) #5'S E.W. I C� L---- ----I-- ---•--- -------- H----- --J . .. .. • • • . • (.�. • II, II, • lll, lll, • .:. .: •. • .. . . . . . . . . . . . . . . . . • • • .... . . . . . . . . . . . .. I111 II, ... • 1111 II, ■ 7' 5-2" L-l"I 6'-0" L 3'-O" L T-10" L 4'-0" L T-10" L 4'-8" L 4'-8" 5'-2" Aff"I FOUNDATION PLAN MONO - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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 z w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" , ,• •� :� #5 CONTINUOUS ' ,; : ,•' �_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "*Alternate: The reinf. bars shall be �. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL < `. C SS14N?^ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q E 00 p N N00 J U ® W �, �_ °� xt" W N noo vo W` co r.— LL CL Q ��ry co J W ul n z WLLa Z 13 13 _ O O W t @ � 0 W � 'rs N co O —j 02Y.d co a Z L LLL °' a L) 00 'N M Z Of cn Q Z OU U W ❑ ❑ ❑ N M O O N z o� Q� J o- M V) Z a C✓ o J1 r/ 1 i V W U N o c f6 '— U c W J =O U ={� L _ � N U o N m r o W co¢ M J o tt Z R � L.L Q E O E zo Q= o14 � tQ 0. o E CD,Qo XO i < ao 0 °O O < �z L ¢ o Ww W mO cn H O O x z 5 J c� Q W cn U)U) 2CL 11 °p¢ za QU son 3 LL <o �w o w� }° w a 0 O = >Lo Orn m C� L r • O .-. Qfr Y > O O C m 0 Q Q T o T— M N r co Lf-) CV r E E w �� o z Z E O c6 a E o U 'a m Q p Q) JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 6 ENCLADD CLADDING WIND PRESSURES ANDOSUUCTIIONS FOR MEAN ROOFOHEIOGHT <TZ AND RSH I VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[6:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 AK 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD j \ I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD d I rl I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: I SHINGLE: %s' EXP. 1 (2Y6) or 1Y2" EXP. 1 (3�6) I I I I® I !e I TILE: 1%32" EXP. 1 (3�6) I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft GABLE ROOF RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[6:12T] 27 DEG. W/ BLOCKING PER NAILING SCHEDULE. In\ - f /71 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 1/2" C H2.5A 565 535 10-8d R77A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2"' F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 *' 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME — U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 14) 1/4" x 2 1/4" TITENS ( (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1!4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d 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 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. 2 2 PLY CARRIER x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY IARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" I VVPV Y " -L To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) O E (a Co C:'Q N o N ' Cl J LL O -. a.,� ,n ao at L` w IL 0) 0) Q tq " r ° � w 040 a Y wa�� JELL O Z of v O 0 0C, ~w U o rn rn . C Q a Z a N M Z r O Q U � zCILN _j °" W ❑❑❑ N M O co QQN O Q � Q � N M � O n' W 0 O LL5 N 0 N w o � N =_ U) \.f 6 C L1J J m 8 z9 s eC C) o w M M z o S z Q _1 LL. fl E 8 w �o z aN z< ❑a C6 _ g 0 x U a¢ V O U U 0 o ¢ 0 E C:)<o a� o � aZ �w ' M o z Y vzi0z m� O O > Z co J < W Zo O a a U <g 0 FW- zF - oZ w 3 >°_ o co V 0¢ a r o3: C O O j L, / OQl f[f 0 L � N Q O C co 3 CD � o .� od- o r -0 ca LO CV 0 .. CU E p z (E z E O n C a E` U Q p JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 7 _ i;, f, , "!'Np ..:t :�4-':l . ... w.l :'.'Y ire ':V -y.; :: :. O O 8F8-1 B/1T 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load A Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O , O O O 1•`_•` 8F8-0B/1T 8RF6-0B/1T �. © © Or .O O• O O O O O 8RF14-1B/1T 8RF14-0B/1T 81`16-013/1T 8F16-1B/1T O O: O 8F20-0B/1 T 8F44 1 B/1 T 8F40 16/1 T 8RF40 0B/1T 8F32 1 B/1T FORM do GROUT SOLID Cyo CV Q LU �U ° #5 BAR CONT. 81712-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. I E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8 F 16- B/ 1 T H 0 J n O r tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL. ° HEIGHT MATERIALS cif p precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade T 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT Q'D (1) REQ'D 1/2"STEEL CLEAR ALTERNATE POWERS LINTEL a a A o n d .M.U. #5 REBAR AT TOP o D a ° E GROUT MIN. (1) REQ'D 1-1/2" CLEAR " a 4 a J = � J � a a U) ['C © Q C.M.U. 5 REBAR AT = Cl) cn j Q ° BOTTOM OF w z W w 0� U LINTEL CAVITY U ` \� —BOTTOM O (UriL) O z 0 REINFORCING PROVIDED IN LINTEL Q ¢ 000 Z LL 0 W ¢ _' O 'D D #5 REBAR AT BOTTC 7-5/8"ACTUAL gOMINAL WIDTH (VARIES) U) u5 M a°. do �o 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 OF 5'-10" LL O OF 4'-6" LL 4'-6" LL O 6'-6" LL (�) MIN. 17'-4" LL 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: )/4"=V-0" SRO '•. "'+C. 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 C, v E co o � vN O N y oa J ®co� fA W 7 Lo o- Yk W 4. (n r— ti a , M c) LL a Y Q� LL a r) � th Z 0 C W Co0 ~ W W ��pjO' a ZL0 ILU MZWrn0 � U) O U Z o00 W M � Z N � izz- Q E3 cn M 2!! v VJ o U m Ow o o u c t j4 O N < N O 0 ti 0 W M Z < W E C- E 0 zo O O }N Q O Z Q oa tE (_ C <o ira UO O� ffm0 O N a p <o ¢o a Z r ru 'J t6 C) C: - U �o mo O O, J ae° aw nz �Z o� z no Q � a fin w zla� ¢ 0 3 C O = LO m CU c� L > N CD O Q O 0 C m CO o = 04 I� T O 04 r CO N o r E m o o Z Z E O ri N C a 0 � a o � JOB NO: 19-0251 SCALE : AS NOTED SHEET NO. 8 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 G WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURETREATED WOOD D A ALTERNATIVES HAVE BEEN CREATED T REP Y 0 LACE CCA-C MAN OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING INDOORS 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1 2. 5. PLYWOOD DESIGN SPECIFICATIONS APA ( ) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2. 2. 6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 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-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR C-I-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2, LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE 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 BYAN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 - Concrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior sol 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 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. OW i • f� 4 F L0 p. 1� 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 Engineers signature and seal. N W Q ,aE O 00 O a N N N J O C LO J LL O LO '� ii, C?U) it LL W d N H � r- t- J W N o L- a a) 7' Y a -j 10 LL a it y z_ �-� o O ~ w M rn��� ¢ Q a z N M Z = y O < < ti Z O U C)CIL W ❑ ❑ ❑ M 0 0 N zE3 o� � N V) z 0 = Q) 0 V`• +-J (a c LLJ `� .� V 0 N w o � Ulm oil L E ��,... �} ) 0 o Q N 0 o c w z Cl> C7 . z a Q E $� wo zg ZN za E oU co <o E 0 o r� &a dz 0, a Ez CV woo wz m "a U) r U -S 0 0, z 4z a� 3 z0 o T 3 (� < a0 = r r� o O a oz Za r o- U� 0 c O = > Lo [� rn as L jN Y /1 0 Q W O T- Q r = o I� e- = I� o r E N c o Z M z = E O cn C:v t° a E o c� -tea is Q o aa)) JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. SIN ITT 1 I I Tl -LTIT � i Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 wood panels p 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 1-118" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap --I 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 101-011 at bearing. TANK -LESS W/H 1-1> CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" a - 0 STUB -OUT FOR 1 -011 o 0 0 GAS METER O o Lo nt U O o CV = • 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. 1 Y-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6A (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. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I lse 3" (1N) nails at 6" o_r._ Q "/ Provide adequate bearing for each lapped joist. 10d nails SECTION a@ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM F_ rn w Q STD. 90° CONT. #5 BAR T. #5 HOOK 7�1 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID ' BLOCKING TO MATCH — Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" m x a 4 max. i A Clinch nails - — when \ possible Tight fit L 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule _ Joist BearingLocation Series De th End Intermediate BCI 5000s® 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d j 14" 2-8d 5-8d BC16000s BCI6500s® 9-1/2" 2-8d 2-8d -_— 11-7/8 2-8d 3-8d 14" _ 2-8d 5-8d 16" 2-8d 6-8d _ BCI60s® 111-7/8" 2-8d 3-8d — 14" 2-8d 5-8d 16" 2-8d _ 6-8d BCI 90s® 11-7/8" 1 3-16d I 3-16d 14" 5-16d _ 1 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining 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 zblocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration, • ■ ■ :::,. 7--im-i-S. �* � 6';4 A 1%" 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. am 00I ;- 0 m M 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. When joists meet over wall, provide �1 3/4" minimum bearing for each. SIMPSC w/ (22) NAILS 1 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 i Plumbing META12 TSS INSTALLATION It Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc Backer block (12" wide min.) Nail with 10-10d nails. '-,Install tight to top flange. \ Filler block. Nail with 10-10d nails Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap i r Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 7 requirements 0.6 X Joist '91, T Io 1 depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° e SEE PLAN FOR---'°• ° . • FOUNDATION INFO ` a ° C n1r—RA rr11 IAlr%A-r]^Kl GRADE ° i—REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4' •' °'n a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE d° ^ e q s V r —• cam^ ....... C) �t�Olts 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. In lo r` oa oo LL ® (0 O C0:1 cD _j 7� 0) z� c�1--tia W a N� V � ' NfWn 2LL CL L oz _-.Y,�= - mgl- OO E%Nm K O mW82< LLZ co a z ZpV M y� v�cVi� z M .N- N M — Q o � N � o � � a r` E3 N M 0 zC1 P u- -I-1 U - w ° OL cn N Vo u g wrs ca Lu J 2o o N 11111110 r- o c W co Z o . z Z <_I U_ 2- O z o �� ¢N z© c�a Vo oo — E 0 XUDU Io o 0 oQ az o m� Y o o a' J �z F° O wo Z U N W U ao r — cD �� w w, 13 = >° o rl zIar ¢ oo 3 0 E > Lire 0 N rn T m L ; Q L 0 U m 0 O r %./ O r 04 a I� r C) _0 (.0LO r = I� CV 0 � �— cc r 0 2 o Z Z E iri {4 r ca d U � Q p JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. SN 1 t M A Z LU 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x#2 SPF STUDS INTERVALS NOT EXCEEDING (12) 10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" R302.11) 2"°x3/16" PLATE WASHER TYP.) NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT ( ( REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. LE (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 'v 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS 24" O.C. U.N.O. " EDGES, AND @ 12" O.C. @ FIELD @ 2x P.T. PLATE 1/4' DIA. X 31/4" TAPCONS @ 24 O/C & SLAB & BLOCK SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ _ _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N f 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS TYP. M co ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE (TYP.) WWF OR FIBERMESH11K 7TH EDITION 2020 RESIDENTIAL MOISTURE BARRIER ° ° O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ( ) ° ° A.F.F. 2r, x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO a ° @ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM -III—III=III=) m ° ° I I=III—III=I I (= ° ° ° a °Z 31/2" MIN. 3 1/2" MIN. T _ .. T a ° ° a ° 4 ELEV.-0'-31/2' -I 11=1 I I —I 1 I I I I=I I=III= D7158-CLASS G or H, or ASTM I I=I I —I I —I I I=� ° • I=III=I I=I I-1 a ° ° a °a ° ° ° ° ° ° ° A.F.F. p , D3161-CLASS F, IN ' I— I =1 I III=1 ° _ — —_ I 2x4 CONT. ° ° � b > _ n b I ) 12 ACCORDANCE w/ TABLE "III=1 1=III=1 I=1 i=1 I=1 11=I 1=III=1 I=� I' ° ° a o ° TI 1=III=III= 1/2" (min.)- 4 I I I— _ I I I=l I I— 31/2n (min. - 4„ =° `N R905.2.6.1, FLORIDA BUILDING IIIII I ' I=I I I=I 1- T32—"(m) -P.) VARIES 4" I I TTYCODE 7TH EDITION (2020> GARAGE DEPTH VARIES 3 1/2(min. I IT RESIDENTIAL 8 — ° ° a ° iT( ITI 11=1 I I=I 11=ll I i 1=1JT III =I I f=i I=III=1 I 111-I-I I ROOF SHEATHING -SEE '' T— =I I =III=III-III=1-1 Ij-'' 'T -1 I_, II I hI I II II I hI 1 111-' INSUL ION LE SCHEDULE - [RSH] - ON (2) #5 CONT. 4" "' 111, 4;'—"' "' 8 FRAMING SHEET FOR TYPICAL INTERIOR BEARING U.N.O. MIN. (2) #5 CONT. U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL na STEP an SHEARWALL C TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2"HIGH ��!TUMINUM DRIP STRENGTH CEILING GE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE UMINUM FASCIA \12'SUB W/A HABITABLE ROOM FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 811x8"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 CONIC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 o NOTE:EXTEND W1.4XW1.4 WWF OR - DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE 1= E , EN °° � D 6MIL VAPOR 11111 ° f �° 60 BARRIER T, p 4 _ I u •— I I= `\I COMP. SOIL. T — (COMPACTED TO 95% —I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 REBAR 11'4' (1 STORY) STD. 90 HOOK (SEE CHAIRS TYP. TYP. 4„ 1'-8" (2 STORY) DETAIL) U.N.O.N ) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" �0' �C00 Pis M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1o,0\ Ny OzE, LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR c\1 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL LT INFO. BOLT BOLTS BOLT 5/8"x6" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF LIFT ON @ 24" O.C. VERT. WALL SEE GG/S3) *SIMPSON S01 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10) 10d NAILS _ SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS — ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE `, ° ° ° ° D' z #3 & #4 LAP SPLICE GRADE 40MIN. Fy=40ksi [GRADE 60 MIN F = 60ksi] SCALE:3/4"=1'-0" 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 FIBERMESH p D. FINISH GRADE co y a —I I —III —I I I h—ITf�TI 1=1 I f= MONO OR STEMWALL o Z M — — — p D 25" MIN. LAP [30" MIN. LAP] � I—i 11—III—III I D I I III —III —III—' T FOOTING MONO SHOWN o —I I=I I=I —III - w 11 I= I =I ° • • I FOR CLARITY ° D 5 It>_ _____ °O 6 MIL VAPOR BARRIER -III I ° ° I I=1 I I=III=I °° w i—) I I-1 l I 111= _ _ _ ' I=11 I f 1=I I1=T_ 1 I f—_ #5 REINFORCING BAR R 17/8�' I I= 11=I I=I 11=I 11 I=III I =I Ir —III—III—III—III—III 1 ' III I I—III—ITI_I I l l l f r Z T I I I I —I I I —III —III III —I 11 111 III —III —III —III —III —III- z I I I f=III=1''==�_' #5 LAP SPLICE 2 #5 CONT =1 11=111=1 I I 11=1 NOTE: D o D� o III —III —I 1=1—I 1=1 IIEE II I Tf=1T_I= g III —III —III —III —I—! N —I *FOR BEARING WALL =! — — — = — T COMP. SOIL. (COMPACTED TO _ _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ 1 — _ —I 95% MODIFIED PROCTOR ASTM III=1 =1 III=1 =1 =1 =1 =1 1=1 1=1 1=1 1=1 ! 1=1 1=1 D1557) I I_� 1 I LEI II 111 II I II IIII) II =III,=III=III=III=11!=III=III=III—III—III=III=III=III=III—'' 4" V-4" 1—III -III-1 1111 == TI. III I FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" ��S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" 4 GRADE 00 G I —� • I-1 i I —III —III —I ' =(1) #5 REBAR w/ OPT. 11 I 11= 11= I 1 —111111=SCREEN ENCLOSURE 47' MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND 14" O.H.D. RECESS CV T III - III_ d . bo I=111I d IIIIT. SEE A/S3 OR J/S6 ILI I I I I II i 11 l„ 111 I I, FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f i SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. (V co SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2° 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. a -3 1/2" i GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB'--,- 6 x 6 W1.4 x W1.4 ' WWF OR FIBERMESH ] Cn I E M 6 MIL OR _ Ii�I I BARRIER '-1I1=ll —�II� i —f� 111 I1—T 4" 4" INTERIOR WALL SLAB STEP NON-BRG 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 o END OF 2" x PLATE W ° a a. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 11_4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN M a e . TOP OF BEAM VPa - - (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 00 r I I IIT—ICI I I I M c I. BEAM SIZE & CONNECTION INFOI- I i 1- —II T I 2x4 #2 SYP P.T. FRAMING wl MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL a°1 AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS = TO FOUNDATION PAD _ SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 22" ' SIZE VARIES PER PLAN IM d w/ MIN. (2) #5 VERTICALS 00 z GRADE a.61 FILLED SOLID (SEE PLAN FORL __ __ SIZE AND REINFORCEMENT) LU 0=III =—III=1 ° °• = = = =1' r z n- w —III—III—III—I I w 1—! I o „ 0 -0 FIN. FL%A \\O\\OOOOO TION TAPEREDR - - Uj I 1=Ill— =FOOTINGII111 0 1- IF I— BEYOND PAD REINFORCEMENT " -III—III—I—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Cj IP— ® < ; �N -' e �\ •.. �� � 0 his ItStiI P!� `IF" �?IIII;I%111\\� .�\N 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 a CD E 11 00 o �8 Nc v 0 O N W J p L W 'Mu7k u. W tf! rn _ r` - LL w a a x Q uiMv � Z_ — o 0 O r°3�gow N (D L O .J W Z Cn C' ¢ < a � Z N co of rn 0 00 U W ❑❑❑ Z N m 0 0 z N z o � � E3 N V) z o U ® .� O ,N w o N uss LU ® 8ID I U Z6 ¢ 0 • N I� r, o O J w co M p z z Q 14 C Q E O =o g p wj > Q N oa CUE I— XO 0O O E O a o w az J L o ¢ o m 11MI COy O o, U � ~° �z W p ¢ Z O a U man wLL �w � oz =� o w< >° zka 3 0 O = >Ln m 0 L > CV •— O L O ^� 1..� J C m o Q T = d' I� r O -a (.0 IUD T' N 0 T E o z M z 7 E O y In I I= 1 E 0 a Q p _ JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. S3 (MONO) Q n a� C r, C4 0 J cV I a 0 0 0 J 0 o rn i C� C a 0 i cL o E O S 0 J ca ti U 0 U fl- 'o o_ E 0 V J r CV 0 a' 0 0 0 CL cV 0 v m 0 (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)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK Ir KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT q WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER ❑ x x SIMPSON SP2 w/ (12) 10d /T NAILS AT EACH STUD DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS IL W_j FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT ____ MAIN SPAN t ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g — S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / d a a a 11 o as e 0 8�� STD.90•HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN U-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J w O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C,M.U. rk GARAGE DOOR , GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d d e a a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a d d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° a DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. d GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR 49"SPLICE STAGGERED J-BOLT TRACK BRACKET uvvn i nn�,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED *GREATER 12" 0/C EACH FACE OR -ROWS 12d NAILS STAGGERED 12" O/C FOR 2"x10" OR HEADER ) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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 SIMPSON HTT4 TYP. �p OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. ��4� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d d° d • Gi! 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �Z � 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR, PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING J `-(2) 16d TOE NAILS n� EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. C MASONRY WALL C 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED A/ TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 W/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 i Er ,����tilltttilPFtlEil � zz 'G �b _• QROFESS\W' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W ao Lo v E 10 F- m xt O M V 0 N N m J co O u, LL �[O O�k LL W N � tA 73 _ U)mo� LL a a a� Y air JLLLL _ o vg °o O ~ w ; '@ N CO W Q J W _' oo a Z M Z = N O O C) z N o � N z o � —o o- M QX0 W V Ln Ln C o UM C6 W J O i�f L N / � V 30 y c u) 0 —® r_ o w vs co co ¢ o Z Q J u_ 2 E E o - os Qz Q, Z© o' U m r6 CIL o X a¢ w UOz U U 0 °_ ww N CI o G ¢ L B O < m '& c< Zo QU Q a w o� <& az �w U O �_ w ¢ a I H O M O C000k .o1 3 O o CD. Lo 0 0 rn m ca CD L• jCD N U CD O m ^, W p 75 r 04 •v _0 � LO r = N r o Z m Z :3Q E O N `° d E U J Q Q J JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. S4 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 1 O/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO§ BRACE SCHEDULE FOR SHEATHING DETAILY 2 4 KICKER 2x8 SYP#2 1" 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 MAX T' IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 APPROX. 8 FROM RIDGE FASTENED AT X @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , �- DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 1Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. '• LENGTH (SEE TABLE) RIDGE FASTENED EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS 10 EACH JOINT w/ 3 10d & () SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOEL--- LENGTH (SEE TABLE) o SILL 1/2" CDX PLYWOOD OR 2 10d TOE NAILS @ EA. O 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 BLOCKING1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS l! �� 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED FIRST (4) ROWS OFATTACHED 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.LS @ 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 &O.C. BOTTOM ATTACHED FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O 2 16d NAILSINTO W/ (2) 16d TOENAILS2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48 O.C. FOR 2x BLOCKING cm BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. �° THE FIRST (4) ROWS OF TRUSSES 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 HGAIOKT 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 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 C MAX /MIN 4" EMBEDMENT IN KO BLOCK SIMPSON SP2 w/ (12) 10d 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ 7 () w - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD 2 2"x8" "L" BRACE J ( ) FASTENED WITH NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE WEB, USE MSTAM36w/(7) O.C. MAX) w/MIN. 4" 7 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 1 O/S5 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2 4 RAT RUN BRACING AT 24" O.C. ON TOP OF 1 1 2" RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3) ; AT LEAST 90% OF WEB ip TRUSS SPANS 10d & (2) 10d TOE LENGTH (SEE TABLE) ATTACHED W/ 2 -16d `� j� NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT U1 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (2) 2 x4' LAMINATIONS W/ (1) ROW (3) 2" x4" LAMINATIONS W/ (1) ROW (3) 2" x 6' LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA �_ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS W/ 10d NAILS @ 6" O.C. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 4 1/2") OR EQUAL FIRST (4) ROWS OF It W/ 0/C w/ (2) 16d - (D = 0.207", L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD (4)1/4"xi 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1/4"X2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS LL NON -LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SECTION SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS / 8 \ 9 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri 12 6.9 MAX. SCALE: N.T.S. TOENAIL t (2) 16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S rJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 `—CONT. BEARING GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \_BRACING w/ (3)10d x 3" AT EACH CONN. @ 24 0/C \-MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4' (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE TRUSS STUDS @ 16" O.C. SCALE: 3/4"=1'-0" SCALE: N.T.S. MEAN WALL HEIGHT UP TO W-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w G'J w 0 v o l 0 l z o w o , 0 o o ---- ' X Q J ---- d — — — w NOTE: /TOP 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION "\ N•: < �- cb � �O1E8S\0� r � "ell !!`�/rytd tll,i k'Ax`\ \\\ 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. N W a E o `° r-x 8 N V (a p N W J CN mga LL G U) Co to xt w L� a w w a Z Z _ Y Y oo_ ° O LU W Z U) Cj d 00 o J n N M z d' rn O ZO U U N W ��� z N M o� o z o v QCz N c+� o Cl3 a w � m C) O un �cn w o � Wm U � 8 �.. = w zwig } U _ 0 M o • m �mN o J w 3 z J E d O E w� �� �o z© DI U a= ro CL O XO a¢ o D o 0Q az o cli N L wo Q O rw m U) C:oY - �m FO OLL U) J to �z n N oa ZZ go U <o x ao oLL r— r� a10 O w z¢T�US ar O O 2 �� > O ai rn m C� L � N 0) �� Q O �1 U 0 Q (� w` Q r pCN �. LO T� 0 Q T E N c o Z f0 z E O cn a E 0 _j Q o JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. S5 II �I li-TTr i— T­_ r DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO TAPCONS STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 11 NAILS INTO 2 x 8 \_ CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-1 WITH 1F 1/4" x 31/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) 2'-0" 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) 11 PROVIDE 2 x 8 DIAG. BRACE BTv4N NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - 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 rK SCALE: N.T.S. SS — SECTION A -A 8" 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. E N D PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB) (TYP,) STD. 90, HOOK (l +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS M SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR} IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE TIME SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL / CFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦ DO NOT DO THIS00 2"x BOT. PLATE W/ (2)11 @ 6" O.C. #5 REBAR (TYP,) ♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" IR ♦ ' AND NAILED W! 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) ♦ @ TOP & BTTM CHORD, AND (8) YP,) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' ♦ SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS ' +ZI No F� @ FIRST COURSE ` ' ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK THE 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 C`E= HI/lTC A MCI /1\A/ BRIG WALL TYPE - PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (*") 1. • G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE j STRUCTURAL SOFFIT S FO 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 > 1'-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* J W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER Id 6'-0" I-T-11_I-III=111=111 —1 I I—III-1 I I—�I—I f-1 P =1 I 1-- —I I �— =1 I 1=1 o ° ITI=ITI=T GRADE o. p o lTl„TI M p z a. .> (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" 2X 0 + 4FNG7 1y + + + + + + + + + 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 Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3l+ - r -v 4FF gHFFT ng ANin z O Cn 2 U_ O LU I— U a U) FILL 1st 4 COURSES SOLID W/GROUT n ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN ° e_ RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH ° ... I*1 Y #5 BAR �. e• .'n . D 4 p. 10 • n ° CENTERED W/ g ° •. . 9 K IN TOP o • .0 KNOCKOUT /-I Hf� cal ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS -' CLEAN FILL .o ° • °. DIRT �' Z °•• ° FSTANDARD o P OO HK N #5 BAR IN FILLED CELL .t- - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. �;�ie1y1lltlel���ri 'd1r'IV U ; 0. �t�0 °•e q7 F tO / MillIIIIM �`\` 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. H W QF co E co w O co p co � 3k U N O N W J N CA W J C 0 CO 7�O y it LL W d 0 (nnra J W W �4 J LL W 3 a Z SAY L C I_ S IIR m ��c_p rY O J co CIO a Wco Z un un c, d 00 O J S2 M Z K N O Z N O U c¢> vVi W ❑ ❑ ❑ CD z � N z o � J M V�•r)� z a o (D a-, Oa) N �cn W o y w.., U — s U o co Y m �¢ 448— N o w Z C`3 M J o 11 i6 E E J wz Zo oa c6 r C M0 R U UO .0 O E o a ¢ 0 0 Q a Z L Ko ¢ o J m rp C - C Y U y0z o 0, YZ J Cn < ° Zz 2 � ca. 2a w LL go a �W 0 _ O C7 w< R �o -, r 8 °O = :n > Ln � Om �o c� L � N cc LL Y > �L O Q CD r O04 I� r- C) CD � r = r N O r E E c O o z z E O N m a E t� _j a CU a o c a) JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-Ivu `.w L ,l 1 I\VVV YYLV TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP DIRECTION &EACH END ALTERNATE - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A I YYVVV 1 I VVV A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r_TN� SCALE: NTS 1111'j DIAGONAL AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �RUSSESl HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d_- COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR TOP OF WALL t PLATE BELOW MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE e 16" O.C. MAX. INFO. SECTION @ ENTRY g SCALE: NTS 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 (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL r4 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 INDICATED ON SCHEDU E/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 F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER ° SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22"� SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. -• MASONRY WALL BELOW: SIMPSON °°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE: NTS 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL _ ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS - OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/-/ L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS 1_1,_� DETAILS &SECTIONS 4• 41 cv •,•••• P'" LO�•e 11//y '40 F O` E S SI frttttnt» To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Qo T E m�*kxt v O y O C N u_ - u_ � J 0 N � N °° u�7 rnr--�� # LL W LL W a .4 ajMV Co W a. Y a - Z 0 W � -W 0 o- a' t w 8 :5 F, cv (_0 in�pj6 0 � W L O J Z LLW ILW N M Z a r- Of cn O Z O U v ❑❑❑ o � z I z I o� J n- co N N co z 41 Ch � 1_IJ ° U O L N us& Minsk G W J - E L r N Q N I� o C w z M M J z O Z 4 � U_ m E Q E Ov n z o �o O Z > z< Z ❑a 0. a ¢ 00 0 O 6 M cV W z o166 ¢ w z r L (d ) a OU m O OZF C aJ J m C W Cn < oz son �w �� 3:oz nj CDCZ) 0 ;o a r 3 �O = Fn Li) or_> 0 m ca 0 L j N .-. ' O U C o 'm Q 0 0d' I� r C C) T N 0 2 T 4 E o z M aS C E O N f6 E o a to aa) JOB NO: 19-0251 SCALE: AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "" WEATHER ✓E BARRIER & ZARILY SECURE WEATHER 7 RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO N07 BOTTOI PI nninr SELF -ADHERED FLASHING HALF ROUND WINDOW 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 #O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r�r�onnv�a SELF -ADHERED FLASHING DECK JOIST r L_r�o n n via 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -/ 1 Q 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING 4 EXTERIOR DOOR WITH DECK E AM SELF-ADHER Q 1'-4" PFR PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z J W d U) w U Lu w 0 U) DOOR ROUGH OPENING - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 �Iv PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water 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 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 20 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 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING 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 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 (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 RELEASEADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNERIVA 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH ING,'OSB', PLYWOOD, DENSGLASS 1RAL FRAMING 1RAL SHEATHING SAF E PLANE WRB EAK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. IMIN Sill 'I Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar caulk 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 s CV O CV b 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. 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Date Date Petlding a .Y.._ �. _ Dot. rare: Version, Manuracturer Contract Ennineae&Lucanse Validated Rvyalftlaled umtt Fsc approver Aooroved staves Reaisian 2020 Tnerma-7ru Corporation Steve Jasperson Lyndon F, SchmidS, P:E. Ryan J. King, P. E: 07123f2028 07/12/2020 072g/2020 10113f2020 Approved Category. Ed.rior Daots (BOO)843-7628 PE-43409 E613)767-8555 SubCategary15u1gng Eatartor Door .Assemblies Slaspersompthermstrueo Compllan. Puri Evslustio Report fr m mSac Florida Registered Archl[ect ara Licensed Florida .:.., .,. ,.. Professional Engineer,,. ..,;,. ,.. tgaaIIN A95UYance. ApprOYBd for Use ADDrONatl for use Impact Design :sag # :Produlamb. ct Matleluor Name Product Dlotl oscron Contract Explr rlQate 0, e HHZ HVHZ OutsidYistal ui@ Prass 1 a.Thelma-7Yu Eitrer-Classlcand Smaotn-star Nanthal 6$#3988quctimpaGBquot: Opaque 12J3112021 'Yes Yes -Yes MIA Oomposne Edge Fiberglass Single.boar hema7ru Fher Clesacarid Smooth Star 'Nd�vna168#3fl8$ not tin act& ud.0 a C 12f312021 Yes Yes Yes WA �T_ e q P l P Gu Composite Edge Fiberglass Single boar girth Sidelings) pnswingCuCswing XO OXor OXC 3 onflgrall 1 e:Therms-7ru Fiber -Classic and Smooth -Star Normal 68*30.6&qucgtmpact8qud, Opaque IM112021 Yes Yes Yes WA Catnposlte;Edge Fiberglass Double Door with or nth tSidel2silns,nglCulaf0gXXmOXXO r.r• 4 a. 7henna-Tru Fiber Cleric and Smodh'-Star NCmnal 894N9o&q.otJniad&191 Opaque 1213112,321 'Yes Yas Yes WA. ( PaQ10,_tg gX.dass5nimi) r ibsedng/Outsta rig Xccnfigurahon)' 5. e71haim-Tm Fiber -Classic and Smooth -.tar N male&#30'q Rquof impact&quot.Opegea IM12021 Yes Yes Yes NIA CamReiteEdgegiou ss5d,g{eDgmOX girt It S iilnswmgxgutswing %O OX ar O%O configurations) e f. ThermaTru Fiber Classic antl Smooth -Star Naminale8#3S 08quoi impact&quot Opaque 12nI12021 Yes Yes Yes NIA Corpdat Edge Fiberglass Double Doa,�4thdr mirth out Bide➢tea ilnsHingfputsmng, XX or OX%O 000fil"hons) 7 ;g. Thenna:Tru Fiber Clasgr antl smooch-St2r Nominal 88#3988quot,tmpaIXbqugt. Glazed 1213172I127 Yes Yes Yes MIA CamposneEtlga Rberglass Single.Dow {Insb n9routs:ing X cmfi9urahonj -T : 8 .. t; Y Yes Yes 8- ,The a Tru Fhar Gla sic: ndSmootnSter Ncvnlnal68#3fl 8 i d Im act& uDoorl ith 121312021 as e WA h n1'i s . q0.:. R q Composite Edge Fiberglass Sn4ie.Door•a'Rh s data 1 Lnnswnglog[dc,ing xiz i-Sx or CXD ommguratibns) 9 'i Therms-Tru Fib r Ciasseend Smooth -Star N n 168439 88q d lmpa t8q d Glued 12I31,?021 Yes Yes Yes WA Carta dta EdgeF b pia Double Door with on th t5l dallies (Ins.ing(O t ,dng XXm QXXD cnfgura[b si 10 J Tharma:Tru Fiber Classlc.rg1 Smodn-Star Mammal 884390&[plat imp ct&quoT.Glued 12131/2021 Yes Yes yes NIA C-Posite edge F,nar9ia5ssnngte RaPr (Irt-Irgtquts„mg Xrenfiguratlon) 11 kTherma^7ru Fiber -Classic and Smootb+6tar NomInal 8$#390&quotjmpac4quot Glued 12r311-2021 Yes Yes Yes MIA CanpoilteEtlge Fiberglass Single Dparwi[h 91del2eial(Ins ring�gt, :fig XO. DXor OXD crnNguradons]. 12- I; Thelma-Tru Fiber-Classrc end Smooh-Star NIX111na8&#39 OSgUot;ImpaCt&gUdt; Glued 17f7'120Z1 Yes Yes Yes MIA Comp teEdg FiberglassD Doubt. o ithor wlN autSCelitas dnsuingt t rig XXarOXXD ocnrgun on) '13.. mThemta-Tru Fba,O.ssicantl&meath Slar Nornna163#39,8 &quot,Nnp t&q t;:Opaque 12/512021 Yes Yes Yes N/A Composite Edge Fiberglas Single D.m.itn &qud Non-Impact&qud Sitl Itefin (mewing/aul"ing XC,.OXcr OXOconfiguradms) 14 n.Therm.-7ru Fiber-CI.ssibandSmodFi-Star Nanlnai&&#39d&qud hnpact&quot:Opaque 1?P1M21 Y. Yes Yes NIA r unt f n� rctueerd �e rr tirr Prod F Approval Number(s) s P .. Test Pressures Ex . .ate '" .e EXTERIOR DOORS mil. SWINGING A. Then .Tru Fiber -Classic andSmooth-Star i (NON -IMPACT), 1�'A � FL2C 4 1.1 - 7, -67= R�:r • 12 31 2Q21 Th rrnaTrru Fiber -Classic load Smith -Star (IMPACT), L (4 +67. - �'.0 psi 1 ' 11 1 ThermaTru Fiber-Classicand moloth' Liar IMPA T FL207 1 +80. - a(� ps �1 /31/ 0 1 B. SLIDING III Windows and Odors series �4,20 FL1 5 2.1 - FL1 332.5 +40.0/40. psi 12/ 1/2024 I�OT Series 5570 FL251.9 ;4/14 2021 C. SECTIONAL Ifa n lalton Series 0001 1 1 2 #11 X7) FLI82�4 . +31F0/-3 1 12/31/2 2 � - � � iayne Ialtn eriestC�J112Cr #1125 17 ; FL24.1.a�. � 1 � 21t12 t..r*. 15ri�TL LOUVERED� . . . . f � 17 �■�+ �yI ,�1 I� Inc wwP9.ir11 �IYI:a���n 4+�!"5�°rs.+a ''tr • • % �' d 4�' Single fairs of Doors �p �S.P�g� r .r�� v�n �fl FL1157.1 -.. 1��'A see inst sht �' 2 a WINDOWS A. SINGLE HUNG MIindo Windows and Dears Series 185 FL17499.2 +60.0/ 0. st p 10/8/202 POT Series 5500 FL239.2 N/A 7/30/2025 .' B. HORIZONTAL SLIDER Ii Windows and Coors • Series 18 FL15Sb1.1 +55.01-55.0 psi 211 /202�4 C. FIXED 1 eee,,, }�q'yJL��s Doors I Windows and fro Lars stiyss Series 1 ya��.yq Apw�� F'L1'kr.1V4:9.1 {� f ('� +60.., G/-6 ,. ps 413/ 0 PGT Series' 5520 FL243.5 N/A 4J /2025 Florida Department ofBusiness & Professional Regulation Buiidin Codes and Standards g Product. Approval Application Dets H Pageiof1 trs2gil 35 16 19' 18 TS: aTheana-Tru Finer-clesslcand smooth -star p hems Tru Fber Cleascand Smooth.Star 7 q Theme-Tru Fber Classio and Smooth -Star r.Therms-Tru Finer-Olass'o antl Smooth-SYar s.Tnerma-7rh Fiber-Glasalc:antl Smooth-5fei C"Voste.Edge Fiberglass Double Oo with OXXONon-Impact&gbot��eu[es(In�i�ngfouts,'/ing; OglXO gpntgumga ) NarNna188#39,4 &quot.lmpact&quot:Opagde 12l312021 Campos Se.Ed"Fberglass Single Door elth 8qud Non�lrnpact&quot SNOWS)flnawmg(Outseil). X0. 0Xm QXO .5gur 6ma) Nan nil 8 i#39 0 &q d loop taqutOpquM1 1213l/2021 Campos le, EdgeFb glass Doubt. w $quot.Ng l Pact&quot.:Side) tes tlna VngfOutsning: 01 mnfigurotron:i Nominal 6&#398&qupl,Npn impact&qud; Opaque 12/312021 Composite Edge F berglass Single Door (InairtyOutewmg' X configuration) l pe D.q Ith aqua iSt312➢21 Canposlle: Edge Fharglass Smgle.Door with C-p,.ste Edg. Fiberglass Stlelite)'Inavl XOuts>,xin XO :Oxm OXO ratio rig. g configurations) t bns) hlCntlnal 6&#39,8 &puC3t,Nan llnDaCt&gUCf Opaque 12/91/2921 Composite Edge F berglass Double bomwith or 'ithoutSipertm tlnsping/Out ins;. XXor OXXO crnilguralignsl vas Yes Y. Yes Yes Yea Yea Yes Yes 'Yes Yes MIA yes N/A No MIA.. No NIA No WA LU C. MULLION MI Windows ws and Doorrs. ,ernes., 5764 FL1 53' .2 /A 12/ 1/202�4. I'OT ,i���+yy Series �IPR.0 q FL2 1.1 I' /A �g 5/26 202 ' :. aeEntity o r Dale Data Daze Pending Date TVP' 9: v.rebai 1Hamf.e.- Contact Engineer:&Lld raga Validated Ey Validated submitted FBC. Approval Approved Status Affirmation 207A Caren Straluets Inc. Michael GYaDam Hermes F_MorenoP.E- Locke00-18n P. E. 1271 Gf2020 1217G72020 12(28/'2020, Approved CffieDa7 SfruCIlR0l Components re7"r 441 -830& PE T37?8 (334 3W-1800 SubCategory: Products lnkrodaoed ass Resu It. of info@ann ant.ean WewTaohndogy Campltance Method. Evaluation Report fmma Florida .Re related Architel:tbtSLcensedFloritls g Profess anal Engineer :, - P1iCi822 R�Prddutis -., -..: ' - :. ,. .. aE �y ILr1' 1 H}�flf 98•�♦ E. OTHER a{.� Siv PANEL ��N-Inal ,._-._....._ _..-.........._ _ ,-__.. _ ._, ,. _.... ..... .. .. __..,,.,,,, _. ..._.._. ... ,.. . g�+�+ 6`��ry'y egg ®g..��+�' I{��'y Building tirr'•'eAll�i'�s7 Hardie rMiA �S"u �'.`rlailn� Prod. ,_...-.,, „_-..__,...-,_,_ ..,,,. .._. ..._.._. ,. _...<.... .... ....,_,._... .. ,.,.,..„. _., ...,..._.- ., .,... _..., .. .,,,.., .,., .__......_.. .. . v -� , l n La itr•�In and Hardie-l�'Iani� La Siding p� G.i I� •� ii n p y�. ..,.._...,_.w .-.,. ....... _.., ,_. _.-_ _....-..__. ____,.,v„_.... �. FL131 2..1 FL131'�2.2 _ A. T-si' SIDING i'�I/A 1 �1 2 2�' �' B. SOFFITS Alside Salad and Vented Soffit FL1 527'2,1 FL1 27:2.r.2 -r-7br fib. psi 1.2/�112.21 Sao# Rotluct:Motlaf. Number arHarria Qilall[v Assurance Approved for Use Product Description Contract Exolraiion Data in NYN2 AOntayed for Use Im ae Deslan Outside HVHZ Resl6tant Pressure 20 3Therma-Tru Fiber.Class¢ and Smooth -Star N-Iral 8S#390&quot;Non-Impagt&qu[t;Opaque 171312021 __posile;Edg Fh igless sl gie;_Door it e, ng/Out ng.X ccn6g4 4n3 Yes Yes No NIA yt,, C. 1�k 9y ii OTHER 9'4 1 2 3 SmadVeM Model #1540-510 SmartV,m Mma,#154C-511 5maTiVent Model'#1540.520 Du al Function Flood and Ventilation Ve nl IV312020 Yes Du al Function Flood and Ventilation Vent 12131n020 Yes Insuletetl Food Vent 121312020 Yes Yes N1A +100F100 Yes NfA +100h 100 Yas WA +1004100 """'^''"' "'""""""^ "`"""'""`` `° "'"" """"" `""`-"""'"""""T"' '"" `"""�'".: """"•. ....:. ...:...- 27 u-fienn.-Tru.FbervC)assicand Smoo}h,Ster Naninal8&#390&quof; Non ling CD..r ;Opaque 12r312021 Canlidea) ln_i Fberglass Single. Da a[ OX SdalOets)ln5,a nglOufstiing, %O:OX or QXD 'Yas Yes No NIA 4 5 6 6 artVent Model:#1NOR521 SmaftVem:Model#1540-524 SmartVentMmis1#1540570 SmartVent Model#1940-574 Insulated Flood Vent 12131/2020 Yes 16&opt GarageDoor Flood Vent 121312020 Yes Wood Wall Insulated Flood Vent 12131120I0 Yes 14: Saquol; Garage Dom Flood Vent IWl n020 Yes Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Yes N1A .100L10C Yes NO, NIA Yes N!A +1001 loc Yes WA NIA Para lwl ina2d21 22 23: Z9 25 2G 2C' 38 VTherrea-7ru FlbeFGaSsi,l and Smooth -Star .�, itrerma,TruF her -Classic and Smooth -.Star ;x Thermo-Tru Fiber Classic and Smooth -:tar 'y Thermo-7ru Fiber Classic-:antl Smooth -Star ... zTherma-7ru Fib -Classic aril Smooth -Sloe Za Ther111a TYU FIbervO a5SiCHndSmooth-Site! - zh Thermo-7m Fper Classlpand SmodbStar configllfaCiaTs] NCm nai B$#39'08quct,Non-ImDeC[$gVot:Opaque 12'J72021 Demposli, Edge Fiberglass Double Door with or ..out Sidelites ifns41ng1putsnng, XX or OX%D fl9 relio N 16&#3g,88quoYNon-Impect$quct; Glazed tat31rz1t21 GcmRoz le:Etlge Flbergla5s5ngle door unswingrQul ,.log' Xemfigurailoot Nanma1te Edge be, Nap t&quct; Glazed 12fS1/2021 Ccmposira. Edge FberglasSingleDoorwRh S-daldets).O's"immdswing, XD OXor OXO - Mammal h6ra) 88qua;Nort tnjpac[&qua; Gland 12r312021 11-ignl66#3l Campos to€dg Pp giaaeo d Da-wim gr [omit atimclednwngl atsangXXprDXXD ccminala 693 Nan na188#39,08qupCNdn lmpactaqud;Glazetl 12/312021 Cpnposre Edge Fberglass Singledoor merinoIonia„1ng Xccnflgn atlan) Conlna188#3g Fibagla.8ingle f&quIX:Glazed 12rS12021 Composite Etlge Fiberglass Single Door with 31de12e(Sfil ,algDut,mng.XO.OXorOXD ccinGguralionsr Nanmal BR#3fl98qud Non lmpac[Bqua; Glazed 1213112021 Ganposite. Edge F b glass Double:D cl' Stith or ,vYN out Sidelltes (Irian nglOutsul rig XXw D%XO configuration ) Yes Yes Yes Yes Yes Yes Ves Yes Yes yes Yes Yes Yes 'Yas No WA No NIA No NO, No MIA No NIP, No MIA No N!A 4e ROOFING PRODUCTS i(1 LT I GLE ,r'j fit, 7y� A. ilfy� GAF 3 T,rab Dimensional ,y� Gj,tl7r �..�i !f i GI r»1 W GA I-L101 i1± A V 'S �r,ra !� N/A ,�w� �e,+#a' p+s 1 /16/20 ..v{ fr i �y� B. UNDEI YMENTS f..r# �1VT1 u� TamkieM1i TamjL� "'� (� I. Ib Felt pya.erla,+yymen r{ �e �ii1 �LTri l! (1 r.� FL123 J' 3r �+if tt•� 10/1 /2021 �±�*i C. ROOFING FASTENERS �,; g �s �•y NOT U E� D. ROOFVENTILATORS Thompson Arch Metals Comp. p p Off Ridge dents FL1 1 ..1 - FL1 1 .4 N/A 9/9J202 • - - - - a.. Code Eattlfv or D DDte Daze Pending limit Typo Version 'Manufacturer Contact Enpin.ar a. License Validated By Validated Submitted FBCApproval Approved Status Revision 2020 Drexel Metals Reeling i5021Shumate: zE-7401 Priest Locke B0-den E. 08I10f2020 g87092020 08202020 1➢H 3/2020 Approved 'category. ry, Met Ishn 303 1511 PE-?1021 - (334 300-1800 BubCategary: Metal Roofing ishumateiii?diexmet.com Compliance,'Math d E IuaSiao Report fiorn s, Florida Regstered Architect bra Licensed Florida P f anal Engineer �,��f`JSr^1•R9 ProtlocteP Florida Metal Products inc r gent RV 10 FL21580. N/A 12/3112 24 p.m cwi it '�{�®tp nYw A,YT I.nSa, rr�' T���'h ry� Vent i�44 El9 G'1A�y7t N' n4 FL17202.1 + 7`. --97� s � 12/10/2025 q��y, y,�y i i'ilr a 'R'�R E • R O. F IN r � TI p.r� T F+rir11'•i'J' l Tile l i�+ii 9 iA �l Villa a '! N H 11` at Mi'V �ipi ��ii,, #�:nyr �.}y./� �} adyr ,7�.�a. F• L tl ,rtar z 2 I - ,'F_ L7 9.. fie �{@)/�i,�r�y 8 "9t A n4 ��ry ,r�•ny{ p/,�,�{ri,Ryy� 1 2 '3 1 d' 2V oral Tile Saxony 900FL`7849,1 ® I= L784 .20 N/A 12/ 1 /202 Sea#. Product Model. Number or Name. Oust0thrilissurancts AoprIn 14VH rllse ADoroyedside far Use za actDesign_ Product Deserlptldn COMragt Ekolrellon Date In HVHZ outside HVFIZ ReslSfail[ Pressure DMC 1 00N r p 1 50 p DMC 1'i5,r.a, p a„ ''Ikl!' IIY 1`! �` 'Vwri AireA 19 ! 1. Drexel Metal R:oOng Systems DMC:10ONS DMC 15DS$; DMC 175$, DMC 2005, 12131 A2.g25 Yes DMG5V No WA +01.180 F. METAL ROOF Drexel Metals, Inc. 200Sr DMC 5V FL1 7 79.1 +0/-180 12/3112025 5. SHUTTERS Florida Department of Business & Professional Regulation Building Codes and Standards Fare ld3 11r2021 Florida Department of Business & Professional Regulation .Building Codes and Standards Paye1or2 tg12021 A. STORM PANELS �j Global `Protection Products Storm �y OaIxeniz.ed Steel Storm Panels �y q �y FL1 7 -, 1 - FL1 ,076.2. 5076.1 p d p � g+'y 121 1/2021 All American Shutters & Glass Galvanized Steel Storm Panels, FL1 78 9'.1 j N/ 1 131/20 1 Product Approval Application Detail Product Approval Application Detail Code Entityor AVQ Dale Data Pending Date 2 Version Manufacturer Contact Endnaar&Loan, Validated av Validated submitted FEC Anoaval Aonde- Status r _4 _ nit - - Data � Der, Pandina " - Ty Vereion M-arftoture oGntaci. Engineer &License Validated 0v validated Submitted FBCAV,m-I Approved Status. r 6. STRUCTURAL Revision 2020 Thermo-Tru Corporation Camgarr' Loan" Doors subcaiegary' Sa,ngng Extern Dom Assemblies Camplianc. Method! Evaluat an Rapod tarn a Florida Registered Architect bra Licensed Florida Professional Engineer Steve Jaspers. Lyild on F. Schmidt, P.E. Ryan Jr Xing, P.E. 072372020 07/12/2020 1800) 843-7628 PE-43401, (813j 787-6555 %aspersonafherm8lru.CD In 07252020 1011342020 Approved R.Naiph 2020 Tharma-Tru .Corporation Call eury! exuan D SubCte S EAa,r D A ambites Cl plla� Meth tl € 11on Report ifomta FloridaRegistereda i-eir ct bra Lie ensed Florida prafesa oriel Engineer Sava Jaspers- Lyndon F., Schmidt, P-E. Ryan J. King, P.E. (8o0) 843-7628 PE 4346.9 (813) 767-6555 siesDersongtherin&IrUAa m 1;Oil 312020 07112I2020 07l302020 1011912020 Approved i�"t fY J� 1� 'ti lsr IT COMPONENTS l�O N WOOD CONNECTORS/. F Structural Conn. rfi �'} see chart F:rl'ipadn Strong -Tie see chart Sea 1 2 ProtlUct Model. Number or Name s. Thenna-Tru Fiber -Classic and Smooth-Skar b. Theme -TN Fiher Classic and Smooth -Stet • . -_,. Quality Assuratice ADprovetlfor Use Product Description Cantrae[ EXglydlon Date 111 HVH ud; s Single t; Opa ue 12f3112021 No q P q Nompnits, Edge Fiberglass Ccmcrng(O Edge Fiberglass Single Door Ilnswmgf0u[swmg Xconfgurahon) Nanmal5&k35:81t ct,lmped&quot Opaque 12/312021 No Composite Edge Fberglass Single Door wdh Sidellfe(s) (Inswing/Outswing' XC. OX or OXO ngnfgaratms) Approved for Use Impact Design Outside HYHZ Reslstartt r ss re yes Yes N/A Yes Yes N/A AI�I�O:,S s,L#2D461:R,4_itrodyrt S. #: s t '_ ,' ,,' , ' .; „ Product Maael. Number or Name _ � : � - a. TheOna Tru Fger Clas5Cc and Smooth liar gnaliN Assurance Product Descriolidrr, .Contract Exprrstion. Data : � NominBl'68Edge Fiberglass Ingle 8qua. Opaque 12+312021 Corning,O Edge Fiberglass Single,Dom (Insvirtg70ulswing Xconfigurationl Aoorovedforusp Aoorovod in HVHZ NQ far Us, Dutside HVHZ Y es Imeact Dasian Resistant P m o !i. N hA CD B. TRUSS PLATES iTE:S f�'' ��y ITS uildrO��y/I� � ' (�,ilyi4 vents Building O- Alpine Truss Flfates / ��r•.r99 .4 FL199r9. 1 FL1 Jnf mil,. NI t'4 �0 1 -1 24I `- ek c 11iTeO( Industries, , Inc. O.y TF71 L. p..Tl l3'L Truss Plates q, �O g �q ice, �# 1e. ri 1 L,f� ar'E LLVrr 1M7^'i - FO .eft SfOi.5 /A /30/ 1 C. ENGINEERED LUMBER Weyerhaeuser Rim Beard L L,, P L LSL FL65227,,.1 - FL6527.. , N/A 3/31f2021 3 4 5 6 7 6 9 c. Thermo-Tru Fiber Glas)c and Smo th-Star d. 7nelma-Tru Fiber Classic and Smooth -Star e. Thema-Tru Fiber Classic and Smooth -Star f Thermo-Tru Fiber -Classic and Smooth -Star g, Theme.-Tru Finer -Classic and Smooth -Slat h. Theime-Tru Finer -Class [antl Smooth -Star i. TheRna-Tin Fiber -Classic and Smooth -Star Noon net a Edge ib d.lm O.,bl r ., qua 12/31 /2021 No Ccmpaslte Edge F b gl s D bl D eth or w tna,t Sidart tlsuvng/Gut .ing, XX or OXXO g8&# 1 CoNominalte Edge fib rgl p d&le D Opaque 12/312021 No CanDn site Edga Fiberglass Single Door (I ! grout g', Xconfgiratonl tlom-nal8&#39:d &qud;ImpadaquoL Dpa pue 1213V2021 No. Composite Edge Fiberglass Single Dom with sideAte(s] (InswinglOutswing: XC. OX or OXO omfiguratlon') Naninal 0&#35 b &qud:lmpad8quot; Opaque 12/31 f2021 No CcmDsake Edge Fiberglass Double Daar with or wnhcutsidslitas Onswing Outs.ring: XX or CXXO conf go, 5 Nan na16893#35.8 &qud;lmpad8quol; Glazed 12f312027 No Ccmposte Edge Fiberglass Single Dom Ins IrgfOutstnng Xc fig.mlbn: Nanlnal6&#359$ a tlrr ad& uol Glezetl 1213lf2021 No q P q CanPosite Edge Fiber91ass6ingle Doa with Sidelite(s)(Ins•IngfOutsw rig: %O. OX or OXO rgnfgaratms) Nanlnal6&k35;0 &qud;impad&q oh Glazed 12(312021 No Composite Edge Fiberglass Double Door with or •ghoul Sid.Etee 0na,,rg1Qu.N ing: XX or OXXO confgurations) Yes Yes N/A Yes Yes Ni Yes Yes NIA Yes Yes N/A Yes Yes N/A Yes Yes NIA Yes Yes NIA 1. T - � � A, V/ U ^ v J ``7 p L Q D. MATERIAL Oast -Crete Corp. High Strength Concrete Lintels- FL158..1 N/A 5/21/2022 ce,,.., y�y Ey�O y +r Concrete '�r�; �y}i{g Products, O•,�,.+ /'i, �t1� ® Inc.Strength 4,#5„iii®O g t l ® a�.e rAi* I I •+.A i4. n r4�.•L�i U rM.iO t'�9si t f i t'f n. Commercial (�`ygL',r�i •s I�i.h Concrete Lintels, 0�1�'r 1.7 yam.+ }� O L1 "T j;�i I f.F-li y i ,r,��.r,# �eiO 5/25/20 4 Florida Department of Business & Professional Regulation Paga f of r Building Codes and Standards N2021 ng Product Approval Application Detail • • - - . t these products, the fb.Ilo rn. in rim ation must be , The products listed below did not demonstrate product appal at plan re�e�r. I understand that at the time �t inspection es prod ts� , - mrailable to the inspector on the,obsiter. 1) copy of the. product approval, p } `: _ _ ...�5 ... � - - code. Entitv.:or Dat& Data Data Pentlina �jg TV". . Version: M uraclurer Conact E eer8 License validated By Validated submitted FBC Aonroval Approved St^us Stan,.; R.,naion 2020 fill Wlnd-a and Doors. Brent string., Lu s Roberto Lambs St 7eMUcPE 10NB12020 10106P020 1011gR020 12A5f2020Approved 17) 38533OP PE 62514 I71-17-8454 Su0FtetlExta s ❑ mblis Quality Assurance ADorovetl for Use Approved For Use Impact Deslgnn `_. q + s, e C.Report tom Flondaaie aa L ed FloridaPl PrMesslanal Engineer ♦­1111 Sea#'. 12 Rodud Modal: Number or Name 'e - fiber -CI seic rids pot -S ar I. Th ma TN F a a m h t - Product Description CanlractEXo ration Data m. HYIiZ. N-inal88 39:9.& d.im ad8 uot�Gl zed crn # qu . p q a 12r312021 No Gcmpasde Edge Fiberglass Double Daar nrtlh or dnwrSdelResunswng/O.Ni!i g XXorDXXQ cc fl ratline n u Outside HVHZ ReelslaM Pressure Y yes es WA ? : .,, ..,:>. : ,. ...... ... .. .......... ... ....:.. .. ,.._,_.. _, ., .._.._. _,. ............ .:,:.., .- •...:,,._,. ,,, .. -:_ :r.... ,: .,.. ...:., .. _.: ,, ,.,, :..,.:. ._ ....-.. ,.. ...., .,__. .. ..� ....,...,,,. .., ".,,.:,:...:,.� -,,. :,.,,:,,.> .m ..-._.,, m :,w...=,x. ,.... .."�.,::: .... .:�., «, 4. ,.. 5. '_ i ... ,. _ -. .,, .._.. APPLICANT SIGNATURE y .... 1 ,.._.,- ,.., ' DATE l ..- t -, _. ._ .,.,„._„ ,,,.,„,.",,. £ a ..: .. ., ,,;.x•,<,...,„..,...,.,.. .:.,�-'; :., t ' � FLa"R3$a.ga evnk 1 2 3 4: 5. - pirnd•�[,41rrc .. ,, : ,: , , ,. , , „ , . , Product ModetNumberprName U D SERIES d20ALUMIN ha SG- SERIES 420ALUMINUM SGD SERIE5420ALUMINUM SGOREINFORCED' SERIE942u ALUMINUM SOD SERIES 420 ALUMINUM SGD REINFORCE[] .; ` _ _ a Quality A r rice ProductDaspnoadn contract ExerratrcnData 12+'S12 SERIES OXO C24 14S3f4&quot x808quot; NON -REINFORCED SERIES 42➢ALU MINUM SGD OX. XO. XX 121312024' FORCED quSS4 &qud NON -REIN REINFORCED SERIES 420 ALUMINUM:SGO REINFORCED DXq i2J312024 145314&qudX56&gud; IN O CE OX 21312C24. SERIES 42CALUMINUiJISGO REIhF R D 1 XO XX6420 ALU MIND S SERIES:4?9 ALUMihlUM SGD REIFIFORCED XXX 12+312024 143&quot;KR6$qud; Approved for Use In HVHZ No N. No h to No _ Approved for Usa Outside HVHZ yes Yes Ves es Y. Yes t I I lmoac Desan Resistant Pes9lra Na. NA No M!A No N1A a: -UA N t No NIA O • i� m Florida Department of Business&Professional Regulation Building Codes and Standards Pag.1aI 11=21 _ Florida Department of Business & Professional Regulation Building Codes and Standards Pas=torn • Product Approval Application Detail ' Product Approval Application Detail O w 2irporaon or e e Data Pentlino Date Code - Entity _ - 7VPI V*rsion:. ManufactLirst CC1a t�,r[: EirytEieeY&Ucense Yalldated. &r Validated Submitted FBC Annrovat raved S[a s. "- J doi•skt Mi t-Dade BCCO-C ia'-Da CCO-V. ReNsion 202q PGTInd ties nsR s. Main d ER M mi de@ P AL 11119f202q 1012a12C29 11f2'+f2030 Aldprova0 315-259a Category: Eorlm Dow, k941)486-0100 S K.tegoryr Sfding ExtsHor Door Assambh'.es Irxwvski@pgtind..br..c r.ampl once Method, GsrafiCat on Malts a4sang oar FLYBLO.d-R33 [3'ntlupt ; .. - . QuaIIN Aasuratice- Anpfouedfar Use Abproyea far Use impatt Design,. aaad PYedust Motlar. Number, or.Hame. FrodZ uet BeBe...lotion' Commact:EYairslDate., in HVCuisida HVHz. Ras:staul� .. : • r ,^• _ , Cade Entity or jam@ Dom- Rate Pandirao Qpfg T7fpc Version. GWnuraeturar ante r. Enalnaer&.Dean.. Validated W validated Submitted PDCAnbrovat roved Status Revsion 2D20 Wayna-Dalton, adivsron d Overhead "Door Unary na K-Nh John E:States Jeffrey P; Arneson, PE, 10/1 D2020 09t2912020 1023f2020 121161M20 Apprb,od - )- Ca! gory: E1 D wa s dkomsh�yme-dalim C arKet b IExter Darrt ssemblies Complamoar fro, a Florida g9lered Atchiteatora Ucensed Flodda professional Engineer £i: SGD-55i0(LargeMissleimpact) Vinyl Siding :GlassDoor DO 2021 Yks Yes. Y. NJA Quality Assurance Aoerpratlfor Uae AporoVetl far Us, Impact Dasim, Q " 3-40 3 10 PYoduct Model: Numberw NaNie :8000/81PW8200#1105 8000la100/820041123 Pria iDescription CarrtractExpirationDaile. 0&#3S Max s,idth 14&#35 Max height Glazing 12t3112023 oval lab la in tap or Ia temiedlat$ section. 166#39; Moxwidti114WID Max' height. Glazing. 12f3112023. avallabie In top or Intgimedtate asetim, In HVHZ Np N. tOutslde HVHZ Yes Yes gist ntPressure'u Yes +31:00l-35.00 Yes 'X001--33SO J SHEET NO. PA 1.0 Florida Departmentof Business & Professional Regulation Page 1 ar1 - Florida Department of Business& Professional Regulation Page.1 air Florida Department of Business &Professional Regulation Pagel of Building Codes and Standards I u20zi Building Codes and Standards 102021 Building Codes and Standards 1&,021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Codaa - EntILY cir x. Data Date.. - Dale Pending .. ' Data .. .. '_-Code -. ,..... .. ..,._ _.. -. .". -. Eli or. _ - Data Data Date Pandina Data _ Cod. - .. - - Sri or 0_atg flare Date Pendinv Date ro¢ VersionManufacturerc C-at - Enmlenr& Lmansa Validated ev V_akdatlSubmitted FBC.Auaroyal P'ros �a.lLg, T sioMnufacurer ContatEnarnr:aI-1-h ValidatedBy Validated submitted .�u-- itt -d F SC -Ant -al Apoa Stoitu s Type version Manufacturer �CattfigjEnglneera License Validata d.BSu. Valldered, Snhm-ltrod FEtApprove t, roved 9tatws Revision 202➢ .Carnes Dlvisl 6F AADG..Inc. pll To Relay L LLC:: m U Tr '. Slip P.E Y Tray p, . 12M 12020 12/01 F2020 A.. - 0 12212 20 Appro+ied Revision 2020 I Nfndoshs and Oodra - M a Brent pi� er American Architectural r `en M Urldh. E 11117/2020 1 (7/2020 Sd r n x $ eY PE 1/1 9 a 1127/"2020 .. rp d App Afflnna doh 7A29 ` .` s ' - -, Mmmf Oede SCCD CER Nuam315-2 BCCp VAL 11Po517J320 11iC)52020 11/1/12020 rased Category: Exterior Doors fs41)494-2813 t954)547.4788A 9 Category: Wndatvs t.17)36533i]P Manrifactur.rs AssgslaUon. 171. )311 a454 Category Wnda.•rs. Chanel (94U 48G-0100 {78k)315-2590 1941)486-010i Subcategory: Exterior Door Components tam.renay@esseahiy_km :Subcategdry: Single Hung subcategory- Single Hung lrrh7rcsk �rpgiindusmes,c Campllance Method: C.rtthdatiOn Mark or Listing m compl'ence Method: Conificelion Mark or Listing Compton. Method: Cartrtcadon Mark or Listing am _ 1 37 RS Products < .....,,. :,. � .:. Seek Product r Y. utt Model: Nllaibe a Name Cuai Assurance. Approved far Use- D UCtDescription DDIHYBet E%p1Yat(Qn Data In NVH Pr d cordyedfor Use entsfde l-IVHZ Hnoael. Resistant sip Version Pre.fipre; ,.. ., .-„ .. • rPl�7r2 5:5tZ$PrAduats-. < � , it ,. : ,- OuallttAssurance ApprovetlTorUse. Apnrovedfor Use. l moot Design i2 135SH S2x72 Fin ri .F e G G'SI le Hung10/062023. No IF sg ram 175. lip „_ Yes No +601,60: aualtty Assurance Aapravea fvr use Aoerovad for Usa Imvad D, Oesran So-Y Product Model, Number or Name Product 13-d-tiara C-vnlract Exmratmn Per, In HVHZ Outside HVHZ Resistant i�rgo,.,e Laminated Glass Sea k: Product Model Number or Name Product Description Contract. ExnlrallonDate In HVHZ .outside HVHZ Realsent Pressure. 1 607, 707; 727. 747, 757. 777; and 847 Slagle.rid Pairs or Flush. Glezad, antl Louveredsing and pairs OF 12731/2025. Yes Yes Yes NJA 2 SHSS00 An lie Missile: Impact) Vinyl: Sraja Hung W.nd- 07MW202t5 Yes Yes Ves NIA Doors h.11-knelal dams. Florida Department of Business & Professional Regulation Page 1 pi Florida Department of Business & Professional Regulation page IofI Florida Department of Business a Professional Regulation 11e9.1 ft Building Codes and Standards IF4021 Building Codes and Standards 1nf202 Building Codas and Standards IINK21 Productppproxcal Application Detail Product Approval Application Detail Product Approval Application Detail aim code Entity.Or goo pat€ Dare Pending ante Cod- Entity or, ,�[4 .[We Data pa,dinn time _$ cad. - nE or - Data Date Pandina - a Varsio Tvn � Manufacturer Contact Enpin.er&License Validated ev Vand ed Submitted FBC Approval Aobrovetl Status ,� .Y olon Manufacturer -. on ail Enaideer&License Validated Ely - Validated submitted FBC Andraval. Aobroyetl Status.. image version Mawrscturar Contact. Endine:ar&License. Validated --. oin v `fie Subm'i 'e FBC Anaroval. iiii aroa loved Status Revision 202 0 M 'nd-a and I WI n a Break el, edcan W `itet Steve M. Ur n Am. ch coral n M nth, PE 11/22/2020 1122Y2020 9 111282p20 ro�ied � � Affirmation 2D20 � Ines PGerk � � - Jens. Mlamr. Dade BCCO CER- (78ml Dade BCCO. VAL ii/n5202p 1ii0512020 11I11/2020 ra+ad ApP. Revision 2D20 Ml Windows and Doors BYe t stinger Lots Lomas E sieve n E n i R . P . .lint U - , P. � O/f 2 t010B12020 10/O D20 i 9120 0 1. - 12i 5f2020 r d App.:re Category: wlndplyS' 2717): 36$+°30n Manuiapkurers Association i717)317-8454 � - ay who.-: 488-01lc {78s)315-25fl0 -lippew - - - � : Category! Windowsal (71 PE-G2p1"Q {7i 7}:g1Y-8454 Subrold"ory:. Fled bstlingeuilphy,ci S.IoCategory tgory:Rietl kilopgri Iresarski�pgrindustnes.c sudcategory-thod: s bsitlinger�niiWdzom lids inks Complianca Method: Cerlificsdon Mark: cr Listing Compllanae Method Carnficatlon MaHr, a Listing Caim am CDIr'.pdance Method: EvalUatien Report from 0 LyN53A9-R14arousal, :' ct Ora Licensed Florida Florida RArchitect .F ..., . _ R ,. , . _ , Pofesaionel Engineer IN A -St rant. nnYnvedfar Usa -2 A n Use proved for Impgt Dagtgu � D aabmnae ua rN A rayaa or u a Aoo f s Apo r. ved far a a oa _ Im pt o e l - .• ` .. iL�. F39LGk:'Prodtsr•'.s , - . , ,, `:.:. , „ ," :- , , , a .,..:. ` ,,:t Se A � ProductModei. Number or Name Pr duct Desc do a rip n Contract Ezolratlon Dale n NV Outside HYXZ assistant P e�ssure- -Sao k product Model: Number or. Name Raduetbesenotion Contract Expiration Date in HVHZ .Outside HVHY Resistant Pre=su � - - - " � ' � ` ` •' '' 1 8s r1w i - 73 x. ! t' .. ,. 7P nsula ed Glass 041032023 No Yes No . 60J-6d 5 ` PW-5520 trarge. Missile tmpap[i F' a Vinyl Fixed WnGaw O4f302025 Yes Yes_ Yes: NIA -3eltVA-ranee Ao-hoJad Car Us, A braved far Usa. 1 -Ristat D 'cn. Sagk. PYbducLMedel Num4'er nr. Nams: Product Descrto[rbn Conimct Exwrffiiol-aata> 'h NVNI Outside HVIR Resistant Pressu. Pressure 2 5764 Vertical AJ..Ihc. Mullion 12 InU24 N. Yes Yes NYA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pager oft s zp21 ,o _ Enifty or .- Date Data Date Pending _.Date -. TvD. Version Manufacturer Contact. Enninaar& Licari validated age Validated Submitted FBCAbdrgval Atunitl Status R vsiaT 2020 James.Hardi@ Building .Pr.oducis. Inc, Chad Dieroks V.AodreWTan John'SOUSouthard, , P.E. 01/0.512021 1v14rz02f7 01/0a2621 ping FRO Appr- Category: Panel Walls (909)'545-8359 FE•81562 1352)367.28ZB Subcategory: Siding cheddiercks�jamesnerd Complmnce Method: Evaluation Report Vern a e.com Florida Registered Architect ora LicensedFlorida Professional Engineer - . -. .. .. .. ., Quality Assuratnce. Approved for Use A Approved for Use 1 Moat e sl , ..- ❑ gl 5. A g� Product Model. Numbs or Product Descrlptign CanNacl:Exalralla, Data In HVHZ dUtst(Ie HYHZ Resl alit pirthhuree 1 Cemplarik tap Siding fiber -cement lspeiding InV2023 Yes Yes .NIA NIA 2 HBrdlaPlank Lap Siding filer -cement lapaiding 121S112923 Yes Yes NIA NJA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rag.i-tif f 1=071 Code Ril a Date Data Dale Fentling ,Me TYde versical Manufacturer Cbntad Enmeer&License Validated By yAdated Submitted FBC Aoproyal Approved Status Rousicn 2020 L.W. Thompson, Inc.tlba Thompson Architectural Tory ChrstmaZ hart' R. Priest Steven M UrIc h, PE QeJ1712020 05f162020 00722/$A20 1211512020 Approved Metals Company{TAMCQt fS13)2483456: PE74021 (717)317,8454 Category: Roofing imy�,gametalrgofing:ndm Subcategory: Roofing Accessories that are an mistral Pert onhe Roofing system - Cempllance Method: Evaluation Report tron,:a Foods Reg§tared Architect are Licensed Florida Professional Erg! neer ac7 g1 Del A -rancor ADpreyed for Use Approved for Use 1moatr t Desm se" Product Number or Name _[ Product Descrrdttan Cpntrad ExptrMian'Date in V 1 outside HVHZ Resistant � P s r sure I TAMCO Flat Top 01Ridge Ventnith Sell 1I The 26 go- staticioof-artiotor ydth bathe 09/Ogf202fi Yes Yes NA NIA 2 TAMCO Gooseneck Vent 26 ga- 0910812026 Na Yes NiA -01-52.5 3 TAMCO Off -Ridge Floor Vent With aafre: 26 gs. static roQfvorii with integrated battle Q9/Q912026 Yes Yes NIA N/A 4 TAMCO Round Top Off -Ridge Vent With Bank, for Tile 26 ga: sntip Oofventilstor wlt0 Dale 09/092026 Yes Yes NIA N/A Florida Department of Business & Professional Regulation: Building Codes and Standards Product Approval Application Detail page:I oft 102021 Code - EniNvar Data Pate: Date Pending.. D�,.te T oa Version Manufacturer ,Contact lick Licanss Validated Be Validated Submltt'ad FBC Acareval: Aoa,byed Status . R.,hsibn 2020 Alsicki Nick Thompson Lyndon F Schmidt, P.E. Ryan) KinP.E.: g. 'lcnW2p20 _p 102fia(drel 11i022020 12/15r2020' Approsad Category: Panel W3115. (330)9222389 pE•43405 f813)767.6555 subosinsul Soffits nlhompsd,melsfde.c-n Compliance Method: Evaluxticn Report from a. Florida RegisteredArchitect ora Licensed Florida Professional Engineer .: BUailty Assurance Approved for Use Approved for Use DMt. hu Gell I at. en k San r r Product Model, Norther o Name r u [Descr tart Contract Expiration Date P ad c Ip I m VHZ � .Outside HVHZ. Resistant ores ':e �� 1 .. squat 2T&quot:.Sbfrt Vent or Solid Ulnyl Soffit 12/3V2021 No Yes NO NJA 2 P. &wOCAllience 74&d1 S df Vent or Solid Vinyl Soffit 1'2/3inn21 No Yes No NiA Florida Department of Business & Professional Regulation Building Codes and Standards. Product Approval Application Detail Pag.I b i Mi31202i Ctle 'Entity Of Dal. Dole Data Panama [)ate Tyne Vetlol Manufacturer Contact engineer &Llcense Validated -By. Validated Submitted FBC Approval Approved Status Reuisian 2020 Florida Metal Products Inc. M its Clark Jones James L. Sacker P.E. Slaven .Urich.RE M. 7 p912. /2029 092S2020 10A14202. 0 121t0120 0 eyed 2. Appr Category: Ro n 9 ry af, 9 9-4 r8384OD (0) CSUC'K Engineering g g 717 3178454 () suticaeeg-ry Roal Accessores shot are a a darkigfiamco-ccm PE-31842 - Integral Pan of tho: Roofing system-: Cori. Method Evaluation Report from . Florida Registered Architeot or a Licensed Flonda Pr fir tonal Englneer F Lk245B14-R2 Prcduer5" Cuallty Assurance, 'Approved far Use Approved for Use ksfpact Datum Sao k Product Model. Number or No.. Product n -viti n contract Exainn ii Date in III Outside HVHT Reentrant Pressure:. 3 3- FLAMCO&qui 10 Ridge Vent B,qupt: Aluminum Ridge Vents forpitohea rook; fabricated 121312024 N. Yes No NiA from 0 025 Aluminum Florida Department of Business & Professional Regulation Pagel of Florida Department of Business$ Professional Regulation Page f arl Building Codes and Standards lt7I21)21 Building Codes and Standards 117172021 Product Approval Application Detail Product Approval Application Detail s C Entity or - - fie Data Date Pandina nee Coe Entity or Date Date Data Pending ;QDate T"De V-ersl r, Manofactueer a - Engines, &LIcense Va110a[etl By V � Submitted FBC Approval p1_r_vd status . T�=n version M nutadorer ContactEnairear&Lcenm By Validated Submttil FBC Apon-IA _SS. Revision - 2020 Glob rotedi Products..' L.tC. e P onTi.m bins n Wetta ' That Jr.. J 4 r A i PE, c`,n W KnezeMch, PE 8/OS 020 09 82020 A f2 ro 10/012020 12/1512030 ApprovedW R-W. 2020 All American Shelter* n Glass i n A Am n an G U ors and Se Mike-Beirbi rt Frank L Bernardo. .E Tr Bs . P:E P 9y h 40f26'.-020 1011SI2020 11J0s2020 2 12R5i2020 .. A ro-ol pp Category: shutters (954) 089-7545 PE-441.67 :(954) 772-6224 Category: ShODers 56117129682 PE-.0046549 f0541547-OaW SubCategdry: Storm Panels tim.rcbinsanMgppenl.dpnr - Subcategory: Storm Panels mikeberl.11amencenshutte Compliance Method- EvalUalim Report: from a Compliance Mohbd: Eat on Repon trama re.cem' Florida: Registered Architect or a Licensed Florida Florida Registered Arch tact or.tioen sad Florida Professional Engineer Professional Engineer F iWf5pT8.R6.PY➢gaols F 7 et Quality Assurance ` Aanroyed for Usa A -proved for Use I 't Qes n. -�_ 9 uaMy Assurance A -hosed car Use Aoarpvatl far ilea _. lar act D mi �.0 SeD# Product Modal Number or Name ' - Product Descnption contraaF$xpuatlon Date in -' outside HVHZ Resistant Pressure Se :Otlud Model. Numheror Name 8]? R Pr duct Description, Contract Exwrai pn Gate In HVHZ- Outside HVHZ Resiatant Pr sent esu 1 -20 Gage Galvanized Steel Storm PanaI;]HVN2 Corrugated GalvanizedSteel Storm Panels retained 12131/2021 Yes Yes Yes MfR 1 24 a Gal-i !Steel Span Panels 9 e 24 o Galvanized Steel S orm'Panels 12f31F2021 g Yes 'Yes as N/A. Or hot by tracksto proylde hurricane prolebtlan. 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Geivanizedstael•Stwm Panels retained 121312021 No Yes Yes. NIA or notby:tracksto proylde-hu nicane protection. Florida Department of Business &.Professional Regulation. Building Codes and Standards Product: Approval Application Detail Page'i of 1 1=021 Code. Entity a Dan. Dole Date Poncho Data Troe.: Version Manufacturer Contact. Engineer & Ucte- Volideled ay Validated idatetl ubm' FBC Ad -meal roved :Staitis Reviion s'2D20 MiTekinc. EtC rin Walden C Evaluation Ser+A lu 0 EVa eca,LLC ICC on service, 10/0212020 ASJ30f2020 1Oil if2020 Approved Category: Slrudur.0Ccinponents (952)898-8635 - LLC. - - Subcategory: Truss Photos 1205) 599-9800 Compliance Method: Evalua ionReportfrom z t Product Evaluation Entity FLdE�i97-R7Pinti ets.' - Duality Assurance Approved for Use Approved for Use fmnact Design 5.-k. Product Model. Number Or: Name Prodi/el. C... tidtipn Comrad E%birationeate in HVHZ Outlets. HVHZ Resistant Preersiu. T 1 9HS M. $ 18 a super h h strength -these connector p late g PP rQD 06/302021 Yes Yes NIA NIA 2 Mit 16 16 gtu Incas connector plate 06130,2021 Yes Yas NIA NIA 3: MTi8H5 16 ge. high strength truss connector plate 061302021 Yes Yes N/A h11A 4 MT20 20 ga. mc. conned. plate ON30202i Yes Yes MIA MIA ?. MT20HS 20 ga high strength Irusscanncdor plate: 06/302021 Yes Yts NIA NJA Florida Department of Business & Professional Regulation. Page;.I of Building Codes and Standards 1iw/3021 Product. Approval Application Detail Code - ttv or Enthin; Di Date Date Pendlltb. ate � T - version Manufacturer Contact: Sala...&Li.Psd ValicatedW Validated .Submitted FBCAb,-[ Aborevad Status Re+nsian 2020 Weyerhaeuser Rob Shown ICC: Evaluation 9ervLe LLC tail Lehrer PE,. I 0/1 313..020 Applied For Category: structural C-Ppnenis r253)S24 6476 t608) 839•3258 Subcategory: Engineered Lumber Rr6 rt,eala•vm.�•„eyerlre C9 P Port from a Compliance Method: Evomelron Re euser.com Product Evaluation Entity FLA652TA1 T Products Duality A"ssurence r Adayed for Aegrdya for Us, lib Impact DeSton See k Product Model. Number al, Name Product Description Contract Expiration Me.. Ill HVHZ Outside HVHZ R 't �S131i Pressure � 1 Mi-ham LVL Lamnated Vane., Lumber 034112024 Na Yes. N/A NIA 2 Parsllarn PSL Parallel Strand Lumber 03P312021 No Yes NIA N)A 3 Tmberstrand 1,51. Lanyneted St-dLumber (13)31=1 No Yes NIA 'N/A 4 TJ Rm Board Structural Composite Wants, ckr Orlonted Strand 33/312021 No Yes. 'N/A NIA po d Rim Board -s Weyerhaeuser Phn Spend Oriented Strand Speed Rim board 01112021 No yes NIA NJA Florida Department of Business & Professional Regulation Page 1 of Z Building Codes and Standards l d2921 Product Approval Application Detail Code Entl dr. Daat. Dow Dec.: Pandliig Date �,;rv'»Yelon Manuf9ciureY Contact 6, 'nse'Y-'3LcKValidated 8y Validated Submitted FBC -Aperovi Approved Status. Reosio n :2020 GAF Micheal Slieh RobertMak inert Jahn UV; Kne-Ach, RE AB726/2020 094211202G 1=212070 12115r2020 Appircsod. Category: Roofing (800)76&3411 PE-59166 (BaO 772-G224 SubCategaty; Asphalt Shinglk8 msll.rQgaf;eom Caruplienca Fdethbd:'Evaloeto� Rep r irpma: Florida Registered Architect ter a Licensed Piano@ W116 Assuratto Apinn-dtork). Approved for Use:: Impact .Design: Product Deseruldrin Contract Expiration Date. In. Z Outside HVHZ Resistant .Press re, SBO#. Product Model Month. or Name � 1 1 GAF Asphalt Roof Snlagles Fiberglass reinforced 3-tab laminated, 5-hut and I?Jl6f2022 No Yes N1A NJA hiphidge asphalt shingles: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page iof 1 n2p2i Code El a Data'.. Dote. Date.Pendino We. T e- Ve" r, a.fact rer ,(g• s,a M n u r End,-, Validated BY � Validated SU i- d FBC Adprpvai � � Abdicated Status Rev sign 2020 Lomranea Katrina Jelley James L, Buckner, RE, Stevan M. Urrch, PE I1t23/2020 11/2W2020 112M2020. ring FBC Appr cared • Roofiri 5 083 6 63 E-3 242 71 317.8454 f O11 1 P 1 ( r). SubCatagdry• RoornggAccassulesthadare sm iOdayolomanw;.om Integral Par( ofthe Roofing System- Compliance Method: Evaluation Report lam. Florida. Registered Architect ora Licensed Florida Ehg onal Praf ass1 moor L3f17Tn2:R8�Protlugts- • -dra n. ssua Appfor Use Approvad or se impact P_es_ Sod:# ProducttM del Numharar Name PradiAd Descnolion Contract Expiration Data in HVHZ Ou[sida HVHZ Ras slant Pressure 1 Deck Air' DA4or1RIBu It Deck Air DA.4:. Lw Profile, Polypropylene Plastic Rool Vent 121102A25 No Yes No -975/•97.5: McShameally AttachegtD Pkprgod D'eek, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.I art tmzol C.A.e Entity or. - [We Data Pat, Randino Rant " a Version T�>L Manufacturer I Validated By Contact Engineer Lcense d Validated Submitted FBC Approval r-el status. e Slon 020 R ±n 2 Alpine a Stuart CC Evaluation Se 'oe LLC Will' m M. Ranier: PE a Larcis I rva a 1 0 10 2 9 0 1 R/3 1202 12?!2 2 1 eV 02 1 512 Q 1 iN6/2020 APp roved Category: eructurel Components S21) 710-3377 (407) 981'A 917 SubCategary: Truss Plate¢ slelyis�alp neitw:com Campkance ryled,od: Evaluation Report from:@;: Produf,,tl:valusedon Enflh' 'PC#I9tiS•fE�PiA trots°: ,, i ;. ,,.. >, "`' „ `. , , .: ,'., ; .,;: ,. , dualihr Assurance Abbrgvad far Us, Aoorasid far Use, 1 rmoo d olosdon .$00A Prodkii Model, Humberor:stattae Product DescriDditi: Contract Expiration Date It, HV Z Outside HVHZ Resistant ,Peasure 1 tTbV BCes7Alp lie Higher Strength iH &argp_51' 12r31' 2 Melel'Cglrnedtor PIeta f20 4 Yes Yes N(A NIA 2 TW BCG/Alpine H re. Plate Metal Connector plate I Z1312024 Yes Yes N7A NIA. 3 ITW EGG/Alpine Trulox Metal Connector Plate 1213V2024 Yes Yes N!A NJA 4 ITW BCG/Alone Wave Metal Collector Plate 12131CO24 Yap Yes N7A NIA, Flonda Department of Business & Professional: Regulation Page 1 of 1 Budding Codes and. Standards 1/7/2021 Product Approval Application Detail Ent' D' Data P,krai. Data ..:.. 1yd_ie: Version Matiutacturor- CgiC�. Englneer&Llcense: V IBy alld Validated. submitted FBCApproval- � Droved Status {upp Revision i202R C 5- RETEtJS ' LC A T C A, L_ - de 8 C- C R Crai P.rmto Mami Da CC E g.. M anti-Dadde BCCO - L I VA - ti/29/242R (H2r12020 1 r e d i12?/2420 A..o+.d PR... Category. Slrudural Components (813)621-4641 (186)315-2590 Subcategory:. Producta Introduced as a Result of ape rcino@castnretezem Near Technology Cmn Ilancer8ethod: p Certification Mark or Listing RLp s-[t{'3iPrndpffiti t� �, - - Du INv Assu Andydyed for Use AEQmved far. Use Imoaet Doom. .Sao# Product Model. Number or Name Product boscrinflun Contract Exolratlon Date In HVHZ Outslde�HVHL assis Itt Pressure �t _ 1. High Strength Ccilgrote Lintels 4.6,8 and 12mch-wide: finials 050la022 Yes -Yes >N/A N7A a--e N N to N a__F Florida Department of Business & Professional Regulation, Pagel :of l IF- ( ) Building Codes and Standards irsr2Gz1 0 �r L"' L ProductApproual Application Detail N CL O- O `v ^^LO cents - Eralty cr­ EofnoorB Dote Data "dated Date Pendng c Data s . �� �\ ^` W VerSio 7lL2 �. ManufaditreY Costa t �}. Llcense Validated ev ... a V I, bin a Su itt tl FB Apor.val Abdravotl 1 u s 0 W J +� Revision 2020 MI WindaW5:and Doors Brent Sltlinger American Arch i[etlUrdl Steven M. Urich, PE 10/0812020 101(16/2620 1Oil 5/2020 Apprwretl _V Category: wnd.w. t717)355-3300 M... lasturers Associatran r717)317.5454 •�J SubCateg inn Hod cintal Slide, bsI[I noel mirrsd.Com U �_ Compliance III Certification Mark o• Listing O O L W Quality Assurance pporovetl for Us. Approved for Use. Impact Damon O CL O a #� � P rpdupt Model. Number or Name Product Description Contract Emnatmn Dala in HVHZ _ Dutsitla HVNi Resi � P � O L.L 1 HS 186 Fin' end Flange Frame. 7U521nsul.ted Glass- 02f1S/2024 No: Yes N. -5sus5 _ SOW' .( �j�� V O =) T Q u) O U'� /2, .� �/ VJ Florida Department of Business & Professional Regulation Fos.I or Building Codes and Standards IM12021 Product Approval Application Detail KIM (. - - Eli b .._ Data Data Data Panama Dag :.a. version .. Manufactuter Contact Engine., & LIR nsa Validated W Validated Submitted FSCAppmval Approved Status Affirmation 2020 FIGTindustrles Jens Rpsdprski Miami -Dade SCCD, CER Miami-Osde RCCD-VAL 11r)5/2020 1U)52029 1Ill t12020 Approved Catogary )Mndows. (941)485-0140 (786)315.2590 subcategory- a4u91ms Irosowsk opgrindusuiesc Campisill Method: Cutifidertion Mark orListing gm Quality Ass Ago-d far Use Aaorayad for Use. Impact Desian sea : Product Model. Number or No Product Descrlotlon Contract nightlon Date In HVHZ Outelde.HVHZ Resistant Pressure 1 Muacns fci Doors and W ndtie;s Aluminum Mugions' 0512GRO26., Yes Yes Yes NJA Florida Department of Business & Professional Regulation page..1 of 4 Building Codes and Standards 6z z1 Product Approval Application Detail Code Entity or Date Dote Date Pengtng Data T.. �YLg Vernonufacturer -a�T1 ^: zed � Erlorne.r B License Validated Hv. t Valid lul Submitted FBC Ataki Aabrovod Status: Revision 2020. TAMKQ Building Products, LLC ` Kerr! Eden R onert Nieminen John W. KnezeAch. PE 10154020 09,29=20 101122020 12A512024 App,-d .. Category: Roofing 1417)624.-6644 PE-55166 954}772.6224 - ScipCategory: Underesnin is kern ed.mQtemko:com Compliance Method: Evaluation Report from a. Florida Reanctred Archiled ora Llcanso,! Florida PYdressl... I Engineer 3 d is .-. - - - - - - - Quality Assurance ` for Use -Approved Approved far Use kniacDesign - t 555e0it .Product MOUe1. Number or Name Product PescrlplWrr Contrail Expiration are ,nItVNZ outside HVHZ Resistant Pressure I TAMKO.R of nderla nts' (HVHZ) o U vine ( F�) Ravrunderin marts: oru. v f. in FBC HVHZ 1Oil g2021 Yes No NiA WA " jurisdiction, 2 TAMKO Roof Lhearlayments. MON,HVHZ)'. Roolundedaymenls for use in FBC n..HVN2 10/18/2021 N. Yes 1JlA MiA pneeldl.... Florida Department of Business & Professional Regulation Pag.I oft Building Codes and Standards 1072021 Product Approval Application Detail Code `lontlN or ,Dajg we Data P.ndim. Date T7CYe Vo f n M ... acure, Contact Enin& License Validated Sy Validated i�ted FBCAodmal LLgS.o..ed f us ReMsign 2020 Baker Roofing g deist .Rodin IAPMG. ndr.me Evluation An n U a Gary Vs. Walker 911032020 1102r2929 11@5i2020 Approetl -Category: R n n9 8097 380-6091 S-lees LLC 205) 854-0t60 Su4Catagary'Facing Tles RcbinAndersan@beral.po Compliance Method Evaluation Report from. nl Product Evaluation Entity kFt 7 k Rir, '' utll Quality Assurance Arai far Us, Approved for Use ha act D esl n S.-Al Product Model. Number or. Name Product 0 ... rimbra,. Contract Expiration Date or NVX£ Outside HVHZ Resistant is Bsenry - Shake Slete Courtly Slate Wt Old English Flat Preto Denver; Co 1213la020 ND Yes NIA N/A Thetch,&amp Imped - it 0 Slate 9 e&a B t Saxony 60 hak mp ph Shake Flat ton C la r ock A 23 202 - 1/ 1 D h Jo Y es I NIA N IA 16 Saxony 600 State Shake&amD Split Shake Flat Profile Rialto CA lV312020 No Yes NIA NIA 19 Saxony r00 Atoka Slate&ampr, Split Shake Plat Profit- Stockton CA IV31 Q020 NO Yes NIA NiA 20 Sxony POA- Shake. $Iota&emgSplit Shake Flat Profile Fish.. CA 1213112020 No Yes NIA N/A 27 Teias Esp .I Berpeleme High Profile Kety, TX 12iti 12020 Na Yes NiA NIA 29 Villa Low Profile Katy;. TX 12/312020 No Yee NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel eri Irr12o21 Coco - Islet, pr _ g :tea Data Pandi s. Data T Vomit. vac Yers Ma ufact } g Contact _ E ineer&license Validated av died S b • d Validated u mthe FBGAadmval Approved' fat Revision 020 2 C r t Concrete Pr:d c mine ¢ m ts:lnc, N o Robert Gillis Samuel A. Green a b r 9 Join H _ pl. 12J1612020 12M612020 12252020 din FBCA n g PP catagary:-Srudural Components (613) 659-3707 PE 34246 (352) 588-5311 Subcategory: Products Introduced asa: Result at protastgalor�yaaoo.crom N etl Technology: Campion -Method! Evaluahco Report frdm:a Flbnda'Reglstered ArNSNactar a Llpensad Flards Professorial Engineer n DualityAssuranrs secravatl for Use Alromr-d far Use. hn _Eil£i Dole - sea 3 Product Model. Number or Name Product Doserlptlon' R Contract Exphatlon Date In HVHZ � 4utslde HVHZ Resistant Prosur: �g 1 QualnyPrecast or Commercial Concrete Products Precast and Pres1tesscc1 Concrete Lintels 05/2512024 NO Yes NIA NIA 0 W J V cn 7t:f 0 }n,0 W O L_ 0_ CIO 0_ cin U O U 0 V U) m m w z z SHEET NO. PA 1.1 .: :. Simpson Strong -Tie 2020 FBC Approved Products U dated 1263Qf2020 p '. Simpson Strong -Tie �02iD ABC Approved Products Updated 12iu'QJP020. iw ; Simpson Strong -Tie 202Q FBC Approved Products !3 20 -, - Simpson Strong -Tie 2020 FBC Approved Products 12i3 J2026 Q „ •, 'fa d¢ec4 Oaks to &1155T appratats tsled belovV, [LICK HERE. : „ - ,_ 'Fox rliredt links !cart SST apprrntals listed belaVV, CLICK HERS, -, Fix gheCJ rinks to all'S.ST 2ppraraislisled belavV, CirGK HE)_tF.. „ For hired links to all'SSTapprbsfals listed below, CLICkt Fit=.RE. .. ..- m For i � � Ina s Ste Itle Product r - �.- F addtlonallMarm on regarding Flor few A ovals tam and fWaru Dade Count Nodce ofA - �. be:NbA CLICK:HEriE. s? pp Ys Y �ceptan ( ). .. - . ... : _. m- .oradditional m tr regarding orl�asStale r eProduct Approve]System d mi d Goul11 F Inter s. on FI d ra''d Rpproan Mrs . Da e, y .,. -', - ,�... ... - N -f.. to ca i3A C -GK H_R£: i>tf4e o Amp a IrJ 7. � _ ,. . � ._. .. `. :e - , . ca, N© _C. Ic.k. �. �- Fos diUo. al ann uor,regarding -Fri St�tewrda-PcaducLApproval System and. hluanu t7ade Count Notmeot.A ca to A L H R d 7+. Inf a . y !c p A ( ): - a... ._ - tApproval �. :. ,:A - -e tJ CLYGF4 HERE or additional in arm Tin I Ida S Sta[ewrde:PtoduC System d County Notice aP ace t t1 F t .4 regarding. F[x. .. Mari -Dade sac ( A9, e_ - .. p FLir235S-R7 FL#10446-R6 FL#iQ456-Ry5 11 HUS,HUSCseries hanger$ Face -mount hangers available inwldthsranging from l-518"to3- 9116" and heights ranging from 4-:i116" to 11" Concealed flange Sea # �du�tM�del:�u��r or Name v r 1dFact 17esc��j}jjtan Seo # Prod��Mad�/: Number orNam� Product Desc�iin�Sllon Sea # Product Num6eror Name Pro%U�!Lr� rlu'd 6� jv�c intnt/vjn version (WU5G) available for models having width equalic or 1 Titan Stainless Steel Concrete &-Masonry Scrag (1TN-55) ilq" diameferTiten stainless steel masonry screw 1 A21, ii23, A33 A34, A35. A4=� Angles. 1 ET, BTB, 8TH Brick Ties greater than 8-9l1B" 2 C 16 Co' s tled�tTap.. 2 1. US a 'es,.Ban e s Face- o available ' dt s ranging from -: 8;, ko 3- m wrathangers rnw h .17/ 3 APedd,AP844RPAP 666 APS$tR AP688,kgP8&SR,APEi'101PiAP81010P,.R_.'PVB44, qut�iaorAccents -PostBases � C 14,'CSiM3T1h,D.MST 6 G518 GS2D, G522 Coiled Straps . 518" and heights ranging from 9.114" to 1S'" FLtl9589-RG AP1184`4R; APVB66, APVB66R, APV688, APVBg$R, ;4PVB1010, APVB1p10R 4 CSHR1 B CSHR20 Coiled Straps '13 LGU3.25-SD5, LGU3.6'a-SDS, LQU5:25-80S Face -mount hangers 4 AP15JT2-4, APDJT2R-4, APDJT2-B; APDJT2R 6, APVDJT2-d, APVDJT2R-4, APVDJT28, Outdoor Accents Deck Joist Ties 5 GTS218 CompressroniTerision Strap 14 Li124, LU26, LU28, LU210 Face -mount hangers Sea # Product Modal. Num bet or Name product Desorintion APVDJT2R-S 6 DSP; SSP, TSR Stud to Plate be 15 LUG28Z, LUG21 GZ Face -mount hangers 1 Stl 2D8B 1011 OutdovrAevents Connector Screw 5 APHH46, APHHgBR; APHH610, APHH610R Outdoor Accents HeauyHanger 7 H 16--'- - Hi FICA, H2.5A, H3, H6, ZZ, H16, H165, H 2, H1625 H r i s ur IcaneTe 9 6 LUS series hangers Face -mount ban ere available in widths ranging from i-9t16" do 4- g r 2 SD3112 SD9212;SD10112 SCti1G212 3irgng-DriveSDCanrrector'Screw 6 APL4 ARLB;ART4,APTB,ARVL4,ARVLB;ARVT4 APVF6 Outdoor AcceritsLand TBeam-to-Column Ties >� H,GT-2,.HGT-3,HGT-4 HeavyGiederTiedowtn SIB' and from 3' to 10- 5116" heights ranging fir. 1 3s SD8112SS<SPS312SS sva -D IvaS Cd ectvr Screw n r p ran IS g 7 -.P H 4.: H2-0R A : 6. APLH 6 ' LH2 p RPLH2 OR A , L 2 ,_APL PLH2 , , 2. R, AP , 1 i A-.. rake Lt��'t Outdoor cue h Hangars g 8. H824 HrrrjGaneTie l:C' MCU3:63-SDS, MGU5.25-SDSr MGU5,50-SDS, MGU5:62.5pS, MGU7,00-SDS Fare -mount hangers _ 4 .. SbcF22434: SDCF22a12 SDGF22S14, S[aGFZ27Qti 5DcF22858. SDCF221014, - -.: Strr3og Drava Sf�P TfMbar cP Scrum 8 ;; 8�7L� BrtGkValisdr Cadger Gonnectar, i D ".-: - ,. ....- HSS2 SDS1 5, HSS2 2 >aDS3, HSS2 3SD53, H584 SDS$ Heavy Sold Shoe �.. '18 MIU series hangers F. o rat er avail blel ui s.a •9 to Fade-m u hang s a n w th [ ttging from 1 116 a SDCF221134, SDGF221334; SDCF271958, SDGF272'3z8, 9 GBT2Z, C8T47 Concealed Beam Ties 11 MST?.:MST's, HSTS; HST55 StrartUhtSteaps 'lib! and heights ranging from 8 1a11G`to 1&1!�', 5 SDCP22-434, SDGP22512. SDCI'22614, SDGP22700, SDCP22858; SDGP22912, Strong-DrivaSDCPTimber-CPSCrzly 10 GJT3Z, CJT4Z, CJTSZ; GJT6Z ciinoealad Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HT$30C- FiaavyTvvrst-Strap 19 MUS26, MtJ;328 Fade -mount Bangers SDGP221100, SClGP221134, 5DCP27'140D 11 DJT14 DeclsJsiistTie 13 HTSg1BKTZ. HTSg2t7KIZ HeavyT4vistStrap 2D SUR, SUL, SURE, SULC series Bangers Skewed leas-mourrthangers available in widths ranging from 1- 6 SDHR27dL10; SbHR27614: SDHR31400, 8DHR31614 Strong -Drive SQHR.Combo-Head Screw 12 0.S Dry Wall Stop 14 LFrA Light Floor Tie Anchor 9J18'" to 3�f'I6" and heights ringing from 3-111 S" to 13St4" 7 SDS25112, S0525134, 50S252Do, SD625212, SDS253I70, SD525312, 5D525412. Strong -Drive. Heavy -Duty Conriecksr Screw 13 F�'4,-F+✓.6 Framing Clips 16 LSTA9; LSTA12 L5TA15, LSTA18, LSTA21: LSTA24; LSTA30, LSTA36 StraightShaps. Concealed flange version (SURE., SULG) avalablefor all double sD525500, 5DJ"a?SBGO, SD5258Go 14 FWAit1Z' Foundation Wall Angles 16 LSTI43; LSf173 Straight Straps 2Xand 4X models; only acute flange is concealed. B SD525112SS, SDS252D47SS, SDS2521255,; SDS2530oSS. St7S?531255 Strang-DrWe SUS Heavy-DutyGorinectiir SS Screw 1�6 G,R1, GA2 Gusset Angles 17 LTB2Qi LTB40 Bridging. 21 IJ series hangars Fa4e-maunYhangers available in widths rengingfrom 1 9M6" ka 9 SDWF271B, SDWF2720, SDWf2724, SDWF2726, SDWP2730 Strong�Arive St�WF Floor -to -Floor Screw 16 H2A, H2=5T, H8, H10A-2, HipS, H14HGAii) HurricanaTids 18 LTS12 L?S16, LT518; LT520 L1ghtT'.^ilsf'S`trap fi'+and'hajghts ranging fvart-r 2-578`'to 11.114" 17 HCJTZ Heavy Concealed JoisETis ig MGT MedfumGiirderTieii4wn 16 HH4; HH6 Header Hangers .2G MST27, MST37, M5748, M5T60, MST72 Saaight'Straps FL7k1000T"RS 19 iC8512 kneeLBraceStabilaer 21 MSTA9, MSTA12, IUISTAI5, MSTA16, MSTA21, M5TA24; MSTA30; MSTA36, M5TA49 Straight Straps FLYF7G66T-Rii 20 L30, LSD, L70, L80 Angles 22 M3TG26; MSTCdO; MSTGS�, MSTG66, MSTC78 Straight $traps. S•r_a!t Product Model, Num bar ;3rName Product Description 21 LCEd Post Cap 23 MS?C46B3,MSTC6BB3 Rre.BentStraps Sea# Product Model.NumberorName ProductDrscrintion 1 ATR315; ,0.TR112,, RTR6B, A7R314 Threaded Rods 22 LS30,:LS6D, L570, L590 Skewahie Angles 2d PyIST128: MSTI38, MSTI4S} MSTI60, MSl`I72 Straight soaps f BA series hangers Top flange her gets available in widths ranging from 1-8t1&" to 7- 2 ATUDS ATUDB-2„ATUD9, ATUD9-2, ATUD9-3; ATU1314, A7UD14-2 Aluminum Take-UpDeuiae 23 LSGZ Adjustaf�leStair Stringer Connector 25 `MTSi?,'MTSifi MTSiB MT52Q,'MTS24d, M7830, MTS3GG Medium TwistSfrap 1i8' and heights ranging from 7-17$"to-30", 3 r _ - _ _ 6i16-2, BP112, 8P1/23, BP5{>��; BPa18 3, BP3f4, BP319 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ; L55J26RZ; L5SJ2812; LSSJ28RZ, LSSJ210LZ, LSSJ2IDRZ ,, Field Adjustable Jaok Hangar. ,26 .: - NCA2x10 12, NGA3;i1212 NcR2K8 16, NGA2u10 16, i«(i;A2x1216 - Bridging 2 DGB F series Mangers To flange hangers Available .'n Widths ran In from'$ 5t6'to 7- p r a g 9 d E1�W38; GNW112 CNVtirS18 GNNJ314, CNWSl8.1l2, GNW314.518 Coupler Nuts . 25 LSSR1-81, LSSR21, LSSR237,'LSS1?258. LSSR2I0-2, LSSR410 Field AdJustalala'SlopeablelSkavvable Hanger 27 RGWB12, RCWB14 Wall bracing` 'IY8"and heights-ranging#tom 8-114"to24", a GTUD55. GTUD05, GTUD66 GTUD75: CTUD76, GTU➢77, GTUD87: GTUD88, GTUD9'l, Coupling Take=.Up Device 26 LTP4, L7P5 Tie Plates. 28 RPSfi$, F3PS22, RP528 Repair Plate Strap 3 10C3Fseries hangars Top flange hangersavailable in widths ranging from 1 -1i".?" to 3- °GTUDBa, GTUD99 27 ML23Z, ML242, ML26Z, ML28Z, ML210Z Angles 29 RSPA Sha# to Plata Connector 518" and heights ranging from 7-1t4"to 24" 6 N3; N4; Na, N6 Heavy Hex Nuts 28 MMHB Roof Tie -Down 30 a�P1; SP2, SP4, SP6, SP6 Stud, plate Tie 4 DGHFseries hangers Top flange hangers available in 1qdthsranging from 1-3i4'to 3- 7 RTUD3,:RTUD36,�RTUDA, RTUD48, RTUD5, RTUD6, RTU07, RTUDB RatcFieting Take-UpDevice 29 -IJIMHG Hingedi2aof,C4nneetor 31 SPHA, SPHE,SPHB' HeaVy�ud PlateTle 518"and heights rangingrom9-114"to24": b TUD9, TUD10 Take -Up DaVlae 30 MMLU26, MMLU28.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLUI311 Face -Mount Hangers 32 $S1.5, S$2.5, SS3, SS?1;3 SWc[.Shve S EGS, EG7, EG9 sar�shangers Tap flange hangars available in widths ranging fram5.17b" to 8- 8 TU1N38 Take -Up Washer 31 RBC.-R6GP Roof Boundary Clips 33 'ST9;,ST1.2,`ST18-ST:22, ST292, ST2122,. 6T21155T2218, ST6215; STB224,ST6'23B Straight Straps 71S'and�heighfs ranging from ll"ta S2=112", 10 (1RS5 318" Uplift r2ad Run TiadowB System 32 RST-3 Roof Tie -bows 34 T62o T627 TBBQ; T836, TB42; TB48, TB54, T656- TBQO Tansran Bridging 6 EG4 series. hangers Top filsnge hangars available in w4dths ranging from 3-5tS" to 7- 1i UR'S4 112" Uplift Rod Faun Tiedamin System 33 RTG2'�, RTC42- RTC2P, RTE44 Rigid Tie Cotrnectovs 35 TWB10, i'Vi161'2, TV1B,9d Wall 'Brading 11d' and heights ranging from t 1-114^ to 32", 12 WRSS 518" Uplrft Rod Run Tiedown System 34 $TG ACT, RTC; HTC4 Trussdips 36 VGT, VGTR, VGTL Variable Rjtah Girder Tiedrw,rcl 7 GLS series hangers Saddle hangars available in widths ranging from 3-1 t4'tofi-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJG37. TJC57 Truss Jack -Clips 37 W6106, VyBi OI#C,1N6126, WBi 26C, WB143C Wall Bra6ing and heights ranging from B if2'tb 28"- 35 Z2, 24, Z44 Panel Stiffener Clips S GLN series hangers Top flange hangers available m widths ranging from 3-1l4" to 7- 1lS"end heights -ranging ,from 11" to 32" FL#10441-96 FLY{'1D581-R3 g Ht3series hangars Top flangehangars available lliWtdthsranging 'From 19118'`io7- FL#10447-R5 'it2" and heights ranging from S" ta;30" Sad #. RtiodvCtModai. NumSerurName Product Description Sera #; Pradllot'Modal. Numpernt'Name t?foductbes rintian 10 HGLB series hangers Saddle hangers available in Wridihs ranging from 5-1'!d'to 8778" 1' 0TT2 Hold -flown Semi Product Modal. Num ai:r or Name Product DiaeCribtian 1 CBFI2:37k5 S, �BH2-37x7.63, vE3H2:97x9.75 Concealed hangers and heights ranging frcf1,1G-112" to 28"; 2 HDC10i4, HDG10122 Hold-down 1 AHEP Adjustable Hfp•End Connector ?, DU, 6HlJ, DHUTFseries hangers Fai:e-mount,(DU DHU) andtap flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths.ranging from 3-'Ff4" to 8- 3 Hi?Q$; HHDQi 1, HHDQ14 Hold-down 2 DSC2R-SDS$, DS02L.SDS34 DSCSRSDS3, DSCSL SDS$ Drag Strut Connectors available in wridths ranging from 1-9118" to 3-9116"and heights 7t8".and heights ranging from 7-112" to 32' 4 HDUZ,HULA .HDU5,HDUg,HDUt1 HDU14 Hold-down 3 GeC Gable Brace Connector ranging from9.1J8'°ta23.15t9&"- 1.2 HGLTVsen'eshangers . Top flange hangers availableinvadthsrangingfrom 3-1l4"to7- 5 HPAZB; HPA35 Strap -style purlin anchor 4 HEP1,81, HCP2, HCP4 Hip Corner Plate 3 H6U3.8'3SDS, HG:U5,25-SDS, HGU5.50SDS HGU5:62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers. 118"and heights ranging from 14" to 33" B LSTHRS: LSTHDBRJ Strap -style bald -down 5 HHRC2-2, HHRC42, HHR042-2, HHRC411 Bi, HHRC44, HHRC5,25t3.25: HHRC5,3713.12, Heavy Hip to Ridge Connectors SDS, HG.U9,00-SDS '13 HlT se ties hangers Top flange hangers available in widths ranging from 2-'S116" to 3- 7 MASAMASAP Foundation ancBdrsired HHRE66 d HGUSseries hangers FaCa-inaurithangersAve ilab�mWdtYlsrangingfro mR-a/�'�s7- 9116"and heights ranging traml$"tote". "8 MPA-132,INPAI4A Strap-stylepwriinan4Bor 6 HRC1-81,HRG� Hip Rtlga-Connectdr 3(8':!acid-hefglhtsran gingfrom :r-'3Y6"Lo12-7/8" -f?t. FI,USTF`serieshangp.[s Top flange joist hangars Available inwidths rangingfxom.,3-1d8"to 9 PA18, PA23, PA28, pA35; PP:51, PA6$ Snap -style ptiJrlin anchor 7 LRU26, LRU28 LiiU210, LRU212 t#aft$r`Ha1lger a i+HGU5.25-SDS HHG1J55t3-S[i5; HHGU5iS2•SDS 4HGU7 0(3•SDS., HHGL1725.5D$, Face -mount hangers 3.9/16" and heights ranging from 5-3/8" to 13-1/8" 10 PA11$, PAI23, PAI26: PAI95 Strap -style pUriin anchor $ LS028, LSSU?S, LSStJ210 Light Slopeaple/5kewanle U Hanger h`HGU9,q(}SDS 15 HUTF. HUCTF series hangers Top flange hangars available in widths ranging from 1 9118" to S- 11 STHD10, S7HD1 pRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUSLB-2, HHUS28,2, HHUS210-2, HHU546 HHU548; FiHU541 D, HHU55-50110, Face -mount Bangers 1t2"-.and heights ranging from 5-7{i`8'°to 15" Concealed flange 12 STHD14_STH0I4RJ Strap -style hold-down 10 TC24,TC28,TC2S Truss Clip t-IHU57.25f1D version(HUGTF)auailabiefocallr»odelshaving l^ndthequaltoar 11 THA29; THA213, THR218, THR218-2, THA222-2, TIiA493, THA418, THAC418; THR422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULG series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9{16". THAC422, THA426, THA422-2, THR426-2 116"ta5-118" and heights ranging from d 314" to 15-314"_ 16 HWP series hangers Top flange hangers available in widths ranging from 1-9(96" t4 7- 12 THAI1.$1,/22, THAl2o6122, THAl2.1122, THA4222, THAI322, THAI3522; THAI4p2 AdJIISCxbIa Truss .Hanger Sized for l-.Jalsis Cogceaied flange Yersiaq (HSURC, H6,lJLC) avaikable'fcrr all 1J8" and heights ranging,lam 53PS"ta 28" 13 THAL422, THAR422 Skewed Truss Hanger double2X and dX modals;.ahtyaeutaflange Is.caltceajed. 17 H4ArPH series han9er5 Tap flange hangers available In }+idths ranging from 1 9G16" t4 7- 14 THJA25, LTHJA26, LTHMR TvlwRple Truss Hangers 6 fiTW24, HTU2g, HTU210 H7u26-2 HTU2S 2, HTU210-2 Face-fFlaurit Bangers 112' and'Beights ranging, from 5-318" to 82" 15 THJM2.d-SDS$, THJN12-5 SDS$, THJU26, THJU2&W Multiple Truss Hangers 9 HU, HUG series hangers Face -meant hangers available nwldtirs ranging from 1-9118" to 7- 1$ ITSseries hangers Top flange hangers available In widths ranging from 1-9118"to 3- 16 TSBR2-24 TnassSpacer-Restraint 1t2"andheights ranging $om2-7/8"to1Concealed flange 5/8"and iielghi&ranging from'9-1P8"to16" 17 VPA2, VRR25; VRA3, VPA35, YPAd Variable Pitch Connectors version (HllC) avaflableforall models having width equal in or 19 JB series hangers Top flange hangers available in width of f.911B"and heights 18 ViCR Valley Truss Clip greaterfhan2-9/18". ranging from S-3J6"to7.1/4" 1D HL1Cq'1.81/9-SDS,.HIlCQ1:89f11�SDS,H.UCQ210-2-SD5,HUCC1216-2-SD^�,.HUCQ3IG- Face-mount'hiangers ?� JBAseriesharigers Top flange hangers availakFleinvndthofl-9116"andhek-7hts SDS, HUCQ410-SQS, HUCGi412-SDS, WlJQg52S19-SDS, HUGQ5:25/1'I:§DS, HUGQ61a- ranging from9-3fi6' 1013118" aD$; HUC N U N -t.. U O �t, Q O L �1) 0 Tt ^ C V L.L 0 ♦) '^�V O U - 0 �L O Q O ?� O LL .U) -0 E O O Q� L: � O Q .� L0 t^� Q .� vJ Q 0 V t_ O W U O ^L I..L V V! VM� W W Q Z Z Q J SHEET NO. L.PA 11 �. .: it '.... : ... Updated 12QF2Q :.• .. Updated CIO (D Q masonry iria 1 1 1 HHUS210-9,HHUS2TQ-A JalstrHanger SlhrtT$, MST72 51r�sr. mr(1Pga) Titan p$T H, H ,T ,T � Titan i(D ng from 3=5t8" tot-1f2" 1 DTT1Z Deck Tension Connectors 5 L55C4: 6 LSSC6 25 5 25 5SC4.25, SSCB 25. MSSG2.25 . M Steel Connectors 4 GL85A, GL7356, GL85C; GLB50, GLB7A, GL676 GLB7G, GLB7D GlulamBearmg Play 7 LTPS Lateral Tie Plate 2 AS 2 H5 20 ga. High Strength Tfuss Plate T- -T-11TIr , , 11 IL ,TILLIT TESTING S ENGINEERING COMPANY '''`2 22TEST RtE PO Large missile Impact and fatigue load tests were performed under Protocol T pire 5 Ace 201, 203 as per section 1626 of the. Florida Building Code. Uniform static loads __.__. . WATTF.R A TTLLIT.TR.,:P.l. Tilteco . a0].cDm «L I'D,.LASy,AA �",,�,�, FLE.,L I;—, .N,I_W06-31Y as per TAS 202 Protocol, Test reports prepared b Hurricane Engineering & Teting, Inc., Reports # 96-569 dated 08i0911996, #96-570 Batted 09118/1 96, PRODUCT EVALUATION REPORT 996-730 dated 0912011996, all three signed and sealed by Hector M, Medina, P-E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO.: 20-0728.01 0219.01-09 dated Ma h 4 m 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. PRODUCT tRUEI-CATEGORY: Storm P enelB 2.3E STRUCTURAL ENGINEERING CA LATIONS' 1 PrU! On 20 Gage Galvanized"Steel Storm Panel for maximum panel length vs. design PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: QIQ PrctecHen ProduafTM ic_ length based on rational and comparative analysis, and in accordance with 4800 S.W. 51 Sheet section 1616 of the Florida building Code. Calculations prepared by Tilteco, Inc., Devie, Florida33314 dated 11/03/08 and 03112115, signed and seated by Walter A. Tillit, Jr., P.E, 1 PURPOSE OF EVALUATiON: 3 MISSILE IMPACT DESISTANCE" This is a Product Evaluation Report issued by Walter A. Tiillt, Jr., P.E. (System Large missile Impact under section 1826 of the Florida Building Code, as per ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, TAS 201 Protocol. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. 4.D LOADS RESISTANCE: 20 Cage Galvanized Steel Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, been verified for compliance in accordancewith the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building Code, and to verify that the product is fer the purpose Intended 20-776. Maximum Anchor Spaoin shall be as Indicated 9 10 11 � cated on sheets 8 I at least equivalent to that required by the Code. 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document {P.E.D,), drawing No, 20.176, This Product Evaluation Report shall be subNct to review and revision In case of a Building Code change that may affect Its limitations and conditions 5. INSTALLATION: installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED- sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 2.1. PRQDUCTEVALUATION DOCUMENT P{ E.D L (P.E,D.), drawing No, 20-176. Minimum separation to glass shall be as Drawing No. 20-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing No. 20-1T6. Tillit, Jr_, P.E.; dated 07/28/2020. This drawing is an integral part %QPIs tiff, Evaluation Report, l'Joll t?kFF/ t+,tl,li}I)t,N/r y ,-t'fig N T1441 ",,•, A> , a�' ��GENs� .,�,�� 1, �, �tGENS ~x 1. j Na, 44i67 w _ �'`r#167 . - /. _ a -. ; iA�f cc r r // 6TkTE OF A� yet CQPIOP .•"" Z a `'`LOpkD , 6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbutte: 305 871-1530 - 1. m& l f)tl ,f HH411I CENMAL NOTES: 03) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE MR FOR -M am Gila MM SMNLBP1y`" EXISTING WALL, ANCHORS StW1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. T STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT- (RESEA .D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE L BE AS MENTIONED IN 9.1) AMC) IN 13.21. ACCORDANCE WITH THE 2020 (7M EDITION) OF THE FLORIDA BUILDING CODE (C) �r L•j�,(}(y,"' 1j iMiN- CP rmr aYy(y r. O4r, VA.k DESIGN AM LOADS SMALL BE DETERMINED AS PER SECTION tWOOF THE A80VE MENTIONED CODE: - i/4'9 TAPCON ANCMOtdS. AS NATMUFACTUREp BY II.W. allLM' INC. FOR A WIND SPEED AS ROWNED BY THE JURISDICTION WHEAT 7NE% SHUTTERS WV DE INSTALLED AND - ,t14-10 PANF11AX FEMALE ID AND PANELMATE PLUG ANCHORS, IS MANUFACTURED Err ELCO. CONSTRUCTION PRODUCTS. FOR A DTRECTIONAPY FACTOR Kd-0.85. USING ASCE 7-16 AND SHALL, NOT EXCEED THE MAXIMUM (A.S,O.) - 1/4-6 L AO. SCREWS PER N.D.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU t2,. 14, IS, id. 19 & 20. - 7/16'r X 5/8' WOOD BUSHM . AS DISTRIBUTED BY AL POINT SCREW, DOLT & SPE'CTALIY CO. IN VERIFY V£RI THE D, N ABOVE CONDITION, uLriMA'IE DESIGN 1CNN0 LOAD DETERMINED 7- B ETER ED PER ASCE 16 ORDER FIRST C.1 MINIMUM SHAH BE b1dd5T REDUCED TO A.S.O, DEBTOR WINO LOADS 8Y MULTIPLI1NG THEM BY 0.6 IN ORDER TD ) P. M THREADED PENETRATION INTO WOW of TAPCON ANCHORS 9Wi1 BE 1 7%2' AND 2' KOR ELC4 PANELMATE PLUS COMPARE THESE. W MAX S. - tGN PR AND PANELMALE FEMALE R. ! D DES PRESSURE R4TANG5 INDICATED ON SHEETS 7 1 it, I / (A ) ECTS THRU 25 a 19 & . ,24 C.2 MINIMUM .. AMU 7EIREADEO PENETRATOR OF LAG TNT ) SCREW,. O THE WOOD SHREA BF. ' T✓2'. THREADED IN ORDER TO VERIFY THAT ANCHORS ON THIS PER- AS TESTED WERE NOT OVER Sto A IN ALLOWAHIC FRAME PENETRATION INTO STUCCO SHALL BE IG WOOD. CONSIDERED AS PART OF THE REQUIRED THREADED PENE'I'RATON. L ANALYSIS, RED STRESS FOR "No LOADS WAS .G(aL USED IN THEIR ANALY9S. FAs'TENETS SPACING Ttl WOOD H0.5 BEEN DETERMINED W S BEEN DETE ACCORDANCE WITH M.D.S. 201a. C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. WHO WOOD SMALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S AUEOUACY FOR IMPACT AND WINO RESISTANCE HAS SUN VERIFIED IN ACCORDANCE WITH SEDDON 1626 OF MENTIONED CODE AS PER HURRICANE ENGINEERING p.47 MINIMUM PENETRATION OF WOOD BUSHING SffA11. i# 3/B'. 7 / HE ABOVENGINEERING A TESTING INC, REPORTS iM-569, 98-570 & 96-T30 AND /4' ♦-20 SCREWS USED SHALL BE 1 , 2- LONG MNMUM FRESTRA'DON TESTING LAB IND.. REPORTS /2032 & ,t2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND /' MINIMUM FOR WALLS WITH No STUCCO, AS WELLA5. Aug" TEST LAB OF SOUTH FLORIDA REi'6RT E6219.01 -09, N PER TAB 201, TAS 202 AND STANDARDS. TAS 203 STANDC5) IN CASE THAT PRECAST STONE- OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SKULL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS 2_ A" ALUMINUM EXTRUSIONS TO BE 5063-T6 ALLOY AND TEMPM (UNLESS DIME NOTED). SE{ SHEET 2 ANCHORAGE %ALL BE A5 MENTIONED IN C.1). C.2) A C.4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H74 ALLAY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFCATXM Of THE ANCI MANUFAMPIER, A ALL STEEL SHEET METAL PANELS SHALL HAVE SrTil/CRIRAL STEEL. ASTM A-85J GRADE SO MINIMUM. C_6L1 GALVANIZED STEEL DESIGNATION WCY 56.5 ImI S. PANELS MAY ALSO RE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SAEEM 4 �R POLLED). aTE LED). TINRGOON 5) EXCEPT THAN HEADERS ('}) a Q SHALL NOT BE USED. 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR .115 ATS1 STORIES OR CORROSION RESISTANT COATED CARBON STEEL As PER 9. R SHALL BE THE RESPONSIBILITY OF THE OONTFIACiDR TO VE UFY THE SOUNDNESS OF THE SIRUC'TURE WHERE S HURER A$ TO BE DIN 50018 W! 50 4N YIE10 STRENGTH AND 94 Na T'ENSTLE StRE,W,•4TN !T SfWLL COMPLY W/ FLOWDA BUILDING CODE ATTACHED TO INSURE PROPER THIS ANCHORAGE. SHUTTER SHALL ON6Y W ATTACHED TO CONCRETE, SACK OR WOOD FRAME SECTION 2Ar 3,3.4. BU&DWOS. 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NEI 3O4 SERIES STASHIL S STEEL, WITH 36 MAi MINIMUM MELD STRENVIK W. EACH REGULAR STORM PANEL WITH I,ENG77+5 ,-® O'vF,R 6 THROUGH t2'-a' A$ 1 RE%Kr'. PER SECTIONS 6. 8. & 0 AND aW L''RNAT'rvE'G DUN 10Tp O & N SHEETS 5 6 & 12 RESPI ECTIVELY, SNALk NAVE A LEGIBLE DrNO Y T I u READIL VL5IBLE MARKING NSm CTMRG OWNER OR 7 ANCHORS in WALL SwLLL BE AS FOLLOWS- MIS INC . TENANT TO SECURE PANEL S LS WITH AIAPUCA$LE REINFORCEMENT DI9IHIPERIODS OF HURRICANE WARNING - (A) TD EOM CS)kG'BIf75. It THE INSTALLATION CONTRA.TOH IS TO SEA rAULK ALL SHUTTER COMPONENT EDO S WHICH REMAIN IN CONTINUOUS CONTACT W/TN #"I 7 Y 1. 1 APCCN ANCHOR$ AS MANWACTUR B. TW X INC.(Mir, 1 ED BU&OE . C (Mr 3192 p.s}.) THE BUILDING TO PfRLVENT WtMp{RkN gNTRlt53ON. . 1/4' 4 + 716" CALK-!N ANCHORS, AS MANUFACTURED BY iTCNALT INC. (MIN, 1 c 3GD0 P.a.a.) - I/4-I X 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALA. POINT SCREW, BOLT & SPECIALTY CO. 12 "M PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS Yc-.3000 P-c7.) PROMED BY THE JURfSOCTION WHERE PERMIT IS APPLIED TKO, - 114-10 PANELMATE FEMALE ID & PANEIALATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (HI'c.3350 P''"RS3. MI. (P) THIS PRODUCT EVALUATION DOCUMENT (P.€ I.) PREPARED 51' TARS ENGINEER IS GENERIC AND DOES Not, PROWDE TWORMATIEN} ') - 1/440 CF TAP -GRIP ANCHORS, A5 MANUFACTURED BY TRU-FAST CORPORATION (tie+}600 P.A3.) FOP A SITE SPECIFIC PROJECT: I— WHERE THE SITE CONUMONS DEVIATE FROM THE Pt-D, A. 1) MINIMUM EMBEDMENT OF TAFCON ANCHOR$ INTO POURED CONCRETE SHALL BE 1 3/A`: 2' FOR PANELMATE FEMME (a) CONTRACTOR To BE RESSPONSIBLE FOR HIE SELE TION. PURCHASE AND IN INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PEA. PROVIDED HE/SHE ROES NOT DEVUTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT O AMC PANEYMALTE PLUS AND / 1 4" FOR CF TAP-Cs.1'OP ANCHORS, / OO NST RUCPUN SAFETY AT SITE IS THE CONTRACTORS R€SPONSB[ 41Y A2) CALK -IN & SOLID -SET ANG40RS SHALL BE EMBEDDED 7/0INTO ME POURED CONCRETE NO EMBEDMENT INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INV" IF MODIFIED. STUCCO SHALL BE PERMITTED. 114* -20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST, RD 1" MWMVM FOR WALLS WIn1 NO STUCCO. AND MAY BE HEADED SCREWS OR Aft THREADED SCREWS W/O HEAD, (d) SITE SPEI:IFK PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE &FT WITH WING NUTS. ENGINEER OF RECORD (E,D.R.) FOR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.d. ENGW£ER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE A31 IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE P.£.D. ENGINEER, SHALL SUBMIT TO INS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, EXISTING WALL OR FLOOR ANCHORS SHALL BE LOOK`, ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL HE AS MENTIONED IN A.1) AND IN A-2)- (e) THIS PIG. SMALL BEAR THE DATE AND ORAIMNL, SEAR. AND SIGNATURE OF THE PROFESSIONAL ENGINEER DE RECORD THAT PREPARED IT. (B) W JUMTINE. GONDRFtrB,.D,jl WAL Aa{N 0-$.Q - 1/4" a TAPpON ANCHORS AS MANUFACTURED BY I T W SIULDEX, INC. 1d. SRiLITTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MSIBLE LOCATION AT STORM - 1j4' A A 7{a' CALK -IN .ANCHORS, A$ MANUFACTURED %FT OEWALF INC.. (MIN. f`c•ISOO Ps:I.) = SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 F,14TODA SUR.OIMO CODE. ONE LABEL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION I709.9.2 OF THE - 1/00 X 3/4" SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT & SPECIALTY CO- FLORIDA BUILDING CODE (ASH re+•7800 P•P•v.) - T4-9 P U tNiS DRAWING SN,ALt ONLY BE USED To FEMALE ILA AND AN L C1 i EL+,ILTE PLUS ANCHORS. AS MNRL'FACTURED BY ELCO CONSTRUCTION PRODUCTS (MIN. Ye:2071 p,A.+:) AIt1NtTHIM OBTNN PERMNS IN 11iE.5TA -ATE OF iLORIMI� TS 4MI .r - '74" A GP "TAP -GRIP ANCHORS, AS MANUFACTURED BY iRU-FAST CORACRUTOR �•s%lg{' ,TOc+r0.1 *dl" t SA) MINIMUM EMBEDMENT UtTAPOON ANCHORS. CLOD PANELMATES AND CF TAP-GRW ANCHOR, INTO THE COA407 .\ '' .I.71, FLORIDA BUILDING CODE (High Voiceth, NMYfT.00ne Zone ... - BLOCK UNIT SHAD. BE 7 1/4•. . .. ,. - '� amid 1A.TF.Ga. INC- 20 GAGE .GALVANIZED STEEL STORM PANEL rs = NO.4 DRAWN 157 ar No IOUHR - 8,2) IIYTV CALX-IN & SOLD -SET ANCHORS , 1/ BE 20 SC EO 7I4` INTO THE CONCRETE LONGK MUNUTINIMUM TtMTD STuccD sIINJ. BE P1xMlrre'D. 1./a• s-2D SCREWS u5£D SHAtI 9E 1 T/2' LONG MNNrIAUM swu13 cD "- ` �1v� `""` GLOBAL PROTECTION PRODUCTS dTt2A✓c OUST. AND I MINIMUM FOR WALLS WITH No STII �' STA �'-x'---' I•L. �� " ��R �� ---, V r}E c.. �I'.• (1F MBW 9W. 51 STArEI O F DIME. n- SS31A & COMPANY 'C`''• lOfl O� 'i"�'" rx a. s. w arm . n a1Tw InNONE: ReSNOaa-Ts+y EAc (ssgeeP - 20-175 s,s{.- OR t1s DMA} — - , 4961 R:-NAM b:t A Ap OAMK& - Eft1t/) t t ��Yp , i. /11A. WAF6t 4 T, R #.. PS - Ate.. SeRET i OF 38 EWIIUCUAA1:LATWAR1WR'LT-4Q 20. 2M 3. 6MATERIAL CHAMTERISTICS.ANQSPECIFICATIONS. Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2and 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, or Product Evaluation Document (P.E,D.), drawing No.20-176, 7. _LIMITATIONS AND CONDITIONS OF U 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P E.D..), drawing No, 206IT6 re red p pa by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. T2. Product may be installed within HIGH VELCCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Cade. 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), WATILL D;I TILTECO AOMON RECORDSI P. E. REPORT-20 t GLOOALPROTECTION PRODUCTS, 1-1-C':20 GAGE GALVANIZED STEEL STORM PANELIDAVrT ;V 'T78i REPL7RT#2D-0728.01 - 1 L FECO imc TILLIT TESTING & EiNGINEERING COMPANY WAiTERA.`fXLir,SR.,P& filtwo@a0l.com PRODUICT EVAIaUATItDl i REPORT TR.PR LIF I No 44LS? EL,CA. L1—iTN,,.1606?i9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels RROD UT 24 GAGE GALVANIZED STEEL STORM PANEL. MANUFACTURER: Global Prot4WQI1 Pr4dUtt5 LLC 4800 S.W. 51 Street Davie, Florida 33314 1 PURPOSE OF EVALUATION - This is a Product Evaluation Report issued by Waltor A. Tillit, Jr., P.E. (System iD # 1900r) to the Global Protection Products, LLC, Rule Chapter No, 61020-3; 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 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 #'roduct Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions P#MY1i114,'[a 19F--T1r1ft i 21 PRODUCT EVALUATION DOCUMENT (P.E.D.) Drawing Nip, 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of I8 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inteq�r*I Nf6Q,16 Evaluation Report. L+•`fit( , 14/T/''�. xa���{GENS, !� I., 6-355 N.W7 16th 5trett, Suite M$, Miami, Florida 33166 - Pbone: (305) 871- COMPONENM EQR REGULAR & LIFE SAFETY S,TORM PANE,L� (SCALE 1/2-l-) -t5.196° (TOTAL WIDTH)-.-..--..._.--....,______.-..._._.__.._____...,-._--- __.._... --,g 196(TOTAL WIDTH)-- __ __ -_._ _.._,_. _.72-SOD' (FPFECTNE W10TH)--------..____._._._..__ i I I Ir-,. 6 '1./4 i O .�t.T n .-, ` "s..,SDO' ' I L,.,SOp• �� :...:'A� � .N THICK i:.350'..-,�. %', N a0�L ..ti _! r'A �:-•-•T..35O'--,. ,✓N ✓- ___ r �. STEL. I. pA' ...',. ! .('�:'I - 7• .«- ASTM A-6b3. 7 fn'I _ GRADE 56 O. M ICI HEMM � H M O3G IL THICK EM W .++". EQ 857 2.857 2. { d EDGE EDGE-` +r.,'.^' litaZ®'SIT££ ., 1 � 2,0 D• : Do. I T ASTW M 2 > N 6a3 2 J lYP TrP • HEMMED " _., XEMMED DETAIL t etTAk S:. AJ r - 9RA06 50 MINMUM - EDGE �� � EDGE 6 GAV. D w A' or-._----__-______. L_DATAtI A ? 48.8' 1.9€TNL A r.I411Z _.------ _ __.._ -__-. .. _. _. .. <. ...... _________ —% -_t.350' -i 1.3).O' ..-.____ _. ---- 6&250• ... ..---" (1) STORM PANEL a END STORM PANEL ^-2.107' -- r �._ 1 . _. 7a' /r I.E. 2.1B7•-- PANELS f n L9' P, '_. I • .125" ,125' _. - .Too" � .., V: 750 ,- 1i4'4-20. t/4"F20. - -- - 30a SEARS w NENlaD tTzr. '•. .r .1 I ra Sm MICTEP ..••, 9-a4�" "` #O.OB' _ .�'--, I I TO INfi£ B TO ANGLE 0 / ' - l ', t2 1{2` O.0 T2 7{7' O,G. `. t t - MAX : 1 _ , - ' a .� .093' am ... 3.375" . 2.OW«.. 1.500•. T.S00" - .G_S- € 25 SEAEL 1 9 9.'.9' SEE �P" V-2 " :093" OEr2,Q5' ! %0.250" `-,"r -t • ;- pETaE 7i... Wit .1 _., R.0. -_a.`.`V-3 T _.....HEMME '" iT TI2Li r"'q. R 0. .3T^s t IT `.,--- „73a- -.-• t500i ...t.5DO`I 0)� ROUNDED CORNER A ENDS OF PANWS fifit END Lip W/ HEMY,EO EDGE, + • N. w � h_ i!-H_E..AM � U HEADER II4 ANGLE (4 ANGLE wo STUD 4@ ANGLE wim (N.IIS) ]REVERSE STUD i __ —T WAXES I SEE Do. I f—'I _ a,34a`_ TYp 374 __- __ . _-} TOP EIXS D§a' .OBB' "T 75D`.---. ,/14 a 2114 374 _t F� + .- _ 1.390" `-DF Pa1Et .758 .i r 310' tom° ,:/4"a-2D. 504 $FRIES L- - I .-�— r- '=}-�I "i 1'","S5. 51t, RhETID TO 1.407'i 063' ,375' - 270%o S 640 1.,. AROLE A 12 ,/2. OC. e2s .1 r -.-L_I i sir I .Aago 1.871' I.W0. R'I, ----- 1.003' ! 1.343' h �.+. 5: 1 ois ..'a�/tpe`A if= MR 85T + _i -.DlC" L_-_ I_ i AOVET6AP -_- -- L- EVERY PANG .- - _-_,F -___._._. • 1 - ON .Dab 7AD0" KEY liSiLE WASHER • !--2.P00"— ".-t1DT�P.) -063' © "�" MACS ac Abt.t,L ( B' wFw TRACK � EIIAT PLATED D.D36' (1NP.) .094" wl STUD I GALVRNi2ED STEEL ' .344"r gNt/NNNNN !11 ,NA� MI! j MITI, 15" LONG '}j AYA .• • ., -._ i-_ 093 ''EfI IN 31Q yytyENs -ta'I a 3 ., .07I , 1_._- : • No.441.67 I .37. __" - s it : Tt i * z FLORIDA WILDING CODE ALP h VOID01t Hurricons Zane) _. _...1 053`_-f sue,--s�,,�� NCNEL I p, �"TATE t} rt' azaza ram, We rY. 2n GALVANIZED L MPH I_--_ * ,12$ ? ,1e75' LAMED WIMG NUT ,J. O �;+I GAGE GA ANIZE STET STORM PANEL �NrAT ..' _ s.Doo•-- � a +dLc ,,...� ,�— oT/ae✓mAao �r Al EL 'S,I� S l �F�c ,/w GLOBAL PRQTECiiCtN PRODUCTS. LLC. . w w /LEI r 1L. E �e 0 BNC. 6 2 X7-Xt /A 14F1/IN 4W SEW, st STRfET i ATFRMRHIY. 5E W109 N! W/W r Ain a4 # A A,awst,w PPgpC (934)INa-7345, F::t (P5a)fi8i-RTat ' Ib1K+4BTHiMi eWSH9R W( A9ATNNV. V- (�, m-1 . in : DNI p,-,pI Ni NC +7/a`RE,. WP. . (STARLESS ION-00p6T1a A14I' �w Ems°' °i'I STEEL OR NICKEL PLAYED STEEL). d SFAI.✓9O/MTIASJI3ATE YRNLFR A TWIT Jr., P.i t� - Or 1w t1 ��2 T 2 2 2, TEST REPORTS. Large missile impact toad tests were performed under SSTD 12-99 standard as r section s o 1609.1.2 of Florida Bui ' Idle Cade. Uniform static loads r per g c d aspe Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03111/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P_E. and Report No. 02t9.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocots TAS 201 & 203' as per section 1609.1.2 of the Florida Building Cods. Teel Report prepared by American Testing Leta of South Florida, Report No. I123.01-10, dated November23, 2010, signed and seated by Julio E. Gonzalez; P.E. Tensile test report No. 9CM-198 by Or, Metallurgical, Inc„ dated March 13, 2009, "I red and sealed -by Frank gate, P.Er.as perASTM E-8 and Tensile Test as per CIG Metallurgical Report No. 101CM M8, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E'4 a STRUCTURAL FxNra] JEERING 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 Tilteco, I no., dated 12/1 B110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E, 3 MISSILE IMPACT RESISTgI+1C Large missile impact under section 1609,1,2 of the Florida Building Code, as per SSTD 12- 99 Standard and TAS 201. d WIND L_ OAT} RESISTANCE^ 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall boas Indicated on sheets 3, 9, ID, 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, g, 10, 11,18 thru 16 and I 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. PRODUCT 'EVA1 UATIDN SILpORTlSra. 20-g727A2 3 5 INSTALLTION' Installation h s all be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluatlon Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6, 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.), drawling No. 20-175. L L IMITATIONS 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, Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1520.2 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). WATU Da TILTECO ADMON RECORDS I?, E. REPORT.2( CIALVANIZED STEEL STORM PANEL IDRV03 # 20-175 T 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. tw/10. 2W//0. 3W/10. 4W/10. 8 f5 5W/10. Sw/11 dM 7W/it 3' MAX ANCHORS: -FOR CONCRETE SEE SCHEDULE ON SHEETS 0 # $ 3' MAX ''"1' MIN. FOR WOOD SET: SECI10NS ON SHEETS TO & 11 --- -'I 1' MIN, . i:i y T `Y' i T f Y Y` T' 'f 7 T D S 4 �T r T IVt,. 7 `IR r ' �• � f � r I , -T- , I I , ( I l i r r I t 11 I cD-cD,c)yg. , -� i I i . i }y 1 S l� 3 I , -.-- -1 .-fl.- -� 41- 1--i, - ­... - -­­1 - I . - � I i -�� I I , : a I I i, i 1 "41, 111 I 1 r. t -f------------- l UNBOLTED PANELS 3 '-? { + $OlicD PANELS W/ I/4I-26X1• ''- __� _l7_- BOLT / 7 8` A 3/32' `ff (SEE SECTIONS AS i i I i I XMN % GED LRILAP APPLICABLE) i I 1 SEE. SECTIONS AS APPLICABLE) f l,. I it __.1__.-- _ . l -_- i._ 4 e __I . j . _ ! __ 1 l -/ �. I `s' l i I EDI. i ' j[T 1 jf , , i l 1 l 1 { jj[( ji } �\ I t {gip') - 4 i "9. . D,M„ . :4 � i I7 tiJ Myr'},�•7� {4� E G)-tom✓„<.:)-@, tilOr -a; MMAx.... 1/4. 2/4, 3/4, 4/4, 5/5. 7/5, - I MMul. tw/10. 2w/to, 3w/t0. 4W/10. 6/5 5w/10, swill t !I 7VI I �:.- __...�._.____- ArCHOR6: FOR CONCRETE SEE SCHEDULE ON SHEETS E & 9­­­­­___.- FOR WOOD SEE SECTIONS ON SHEETS 10 & I EGt�LAR STORM PANELS Q & Q ELEVATION N.T.S. zee 1/4• M.X. GAP (NAM OARLAP -1 WHOLE VALLEY) R::` I 1/4, \ - i--- aX ot4 i MAX. GAP T L .r4Cy..I p;;,,..:,•�I . I, I `3-•`�1 ' . E.. ..4i7! - FLORIDA BUILDING CODE NI h V*IDCt NUTFIGdne Zona o0' Kc' 20 GAGE GALVANIZED STEEL STORM PANEL Fp' F N 44167 OWA441W: SECTION A—P.; *' 'A' ° * a - GLOBAL PROTECTION PRODUCTS. LLC, eT/ '° N.TS. S,O. /LYE � 'NNt.-. .:.:-'3 tL Elr0ENf. ae90 Sit. e, SIIaIT TRJJT ! FN91AKEpNG COMPANY WML n, S551a %C7,L, DNI - „ VA nv, .1. - sA. a Rowe. a snw OHu� (AaHM-TIHo. Tim RP6+)ma-are? 20-175 : rxkS... ...-• AA.I.. PAN A, PAN 4h-r.T1 01004 A., +� w '11/Uq,, MN464. — WATER . k- . - r 51rffi 3 a ?5 0 0 C- to L- C6 N }A U N L- � 0 -0 L- C - C6 +­0 -0 N n- U C N C -0 M U 0 CD -i — 0 C 0 0 c- C 0 M C O — t;D ,,- 0 CD > (n a) U)�ca- " tv L C— -0 .— U) Q E Z �i W J ''I --­ INnAL,L_AM MAILS FOR REGULAR PAN do i1�i MIS FOR INSTAUATiON IN ?DARED OONCWE. INSTALLATION DETAILS FOR REGULAR PANELS(l & il"6 INTO EXISTING POURED Ct3N! RETE OR CONCRETE BLOCK STRUCTURES � I= t3R V N .�i �[i0 1?� ULAR PA�I.53 & (1A INTO EXISTINraPOURED CONCRETE OR CONCRETE BLnrlc STRI1 TIC. 1REfi _�� LUSONTEFT EP jqj. � Y U�? E98 REt�AR. LIFE SAFETY � Z NANG_.STOAM P ►� O N C N tffi•IDi1ElE INCIIOR5 r- ff PLUS N,pI T TAP -DRIP MI t CONCRETE ANCHORSIn P�1g +,p/ 7 }` fXISREIE ANGNORS511EkT5 6TI O(M e) +s" ON 011F.Ei' 8 # a) (SEE 3CHIiDIOLE ONTFM PN a/C DC. - "''`" $H IM a THROUGH 9) I°i"'_ I. s1....,�71 t _ URED GDHFRETE ___gURED t VOEIE P.QUREO tE-..._,...—. ANCHORS—- C S FFV0R D SEE SCONCRETE SEECMINS�ON SLE HEET ET 112 SHEET e .. .-- 3 CIO CONCRETE ANC#HOBS tFESEETSSC AA 4) ---fD. CONCRETE Ax[wR5 ------ - ' Mln.�'' •`V s� ' --REQUIRED I'`WryZB7'CONT RETE AAEON \:-_�/,�y7 EXISRNO POURED - i PaA® matos. r,.CY a L1) O TE 1�AiRETE ANL'IgRS 09EOU� 'Olaf?SLOG(A1�ron _ (MO L VIM* -1 9K%f V uro 4 9. K1 d(/D. VIM I' M m T' }+ 9+€E s a TtgCUCN 9 � POURED n S-E S2r+ DIR GH :\ \% OONC%tESE i�0U9iE�t � � 4'_} ,".. _ 4vAec Aw i5t WCG iN 'I r-- �(-ICE 5C4�IX.E oK `--'� i40 p�q,LBETE RidU93ED 1 1 1 e TNIYXIai y - p„E a E� I SHEET 9) S.J^)i�ULE NNN T y}i9UtE oN + D.M.T J2SHEE 1_(-mac . ;..,:! z,,\�.: {.;, H I • ,12' t ` wn.-, a•«. +•ss.ors _ _ z1'9In-_-4(PS, 't-1 I P> - j i ' g - yc P Ti/4 `+; \ �' ..."'+f __ jT •stela f__ I 4»e a A• nr. RfOlXREO. ! : atN. i AWAwA _--..___.... �_ ' ,M4A. T/4 I .._'_'ii(Tr �i . i ( \ I ( 1 3 `:: T ,9., a'. rret oerc t---T-0 ; `i ,`- ..T I mo. I _ .1I Ii 1 -I I- 1 .,�� _T I\'" ,_.�. ` ) y 4 =r 4A i L C f, I I 1 N ! It I 'I+•F4+4,ae. 1 M- T� f - I� 4 I i I i ! 1 1 I CDEACR,!W PpuR(p £D. I I I m., I A I '4• .I i ;\ I 11 . ., i a^ i I CONCRETE 3 I f I E.G. `ti7 e I E.LL O,' t w .l` I t t woes .. p 2. i � I 11 '; ',. Ti�C EXISTING POURED < , I I t 1 _ (� ITFFAINEd• l ,•., I w:/ 8 I t .3 �� 1 I C%-_ ,, _�ar. I : tsa.t. _.' rr I . ; ( ~ i I1 OF 1. r/ / DAM. ,\ T ,, a n L <m �: � ti I I l t i , t; I t 0M1 1 CONCRETE REMA0.i -J i OVA. .,t :l. • ;� i EXLSR!!C Pa1RE�.. ( t "" 0 H+/r - _'_tT` "- t i ,Ae r t �' :'\ 1 CW1CR7iTE DR' T i , I �'} :\ 1 , E. FH` .I II ! I 7' I �. MAX = I T2an3 AAO.AY NRi - I-1 I I __ J_._.A . �� -,Wf�Y p , :D ICU 1 P 'I " ^4:. 1 NK • ti ,,A..-. \- t ._ //3��-• .. I I 1 CONCRETE %OCxK ! t f a • -., 3 i . I {`{� - T��T�. I a. . ,.-,:\,,,,,�. ...... See I ) 2 ; w1 - e v i;, I °-A' -_TJ"� .t-r"-. _ "`.I T.._•m 1 RL ua m0. e $ EARN s w r S ! LSTRd aTw a S I S dour E0 } t o I !f� ssi f4+A.Rt 1F9a Wa Re"97art I t I ,a tfi• 4C. I I 12 tl2` o.0 ( T P i l OIL 1}� +n.+:,F. s �.;-::I �,C:'`T I t1 tiM w .,,`P•'"e, j I ..� ^,,. \A .'ti : : I i 16.g, ears W{ I , I , :. _..L_{+ ., w ` j1 [ (/7w,� yn p� ,may �'A. , I „A^ 'TTWA yIWKn�P+BNsy,Ta ! f t. fiG GABS. i "✓ RT SMW4As. r I Sa solla f I t t 1 I 11, A ��9V+L�i lJ X 10.2; I y 17/04 s 313r 1 I -^} I 1 ON 9NE'T A 1 1) I.._. .. !s,_.._..,.. .._.. a ,.+' . aer WmO .. .. • sN, P,A. `nos-x,. a Amn ,um a 1 1 S I I f: 1 I; ro t } I dN MaET a rP,,. A I 'Tea I .. _..-- -- L -. A_-_.._ e,.""._' SCA(,E 3I48.;T" uualwr ow: p.,.. wIa[ I Mx I Mee To I i t i I ', [ 4 I I I NUr a Et'acr 1 16, , .1 r ` �', r ° s y� t'afET F,. I 'fitl'FRIN I FOR M% 1AP.ARAIIow ro mAY4.:.. r -.. ;% _.._. __.....M,- .... F T ... f T r Td r '.. t MlAa I ! t .. 1 ^m r,. aMu,2XU, 1a oAtreAP. ib `� I , I - , - - . .. I m� _ ... A. _ oaAas I -4P,I•MX Y ,�O I{ CASE B fPL4N± .int ,we" A , m � dr t I t1! t I i I il. I, 7 I. f I •,:e W I � I , � �al i ar. : 1 I ,,. - j e iP I A I L ' i ' i O '. ... 1. _. k I -- N GE' Me-r I A a°0l%'g--j i I 1 I tf 1 AAA " 9I/&P "7 9 F ....,z II'tlF m scuE a/Ta-T • r AIM sNCET ea I I sNkrr ai { 9 �S = 1 »ar a I j I 1 _ .r 4 ' { , Caaaa i `. ,ry, :-... L __..._. /, -_ ' '" FJdPiea„T } w Tea. A " ( , I-.. _.-.. . ., A _.. I----.. T." __ ai " _ _ ,. _ . _ _ fi0X I I I s , w49a - - d sS -.. /: -1°a ,/Err .,ye 1 r,r4wr afq M-I...RYI __ ... .. _ _,- " L. P1 _ ,...:;. ,.' _ _::z. - _ 1 i t I I ( I 1 - �- - 51L-R0N R GOON. ' I MAMA. i Fl.^• seF1-i4 u,W cpP'. !LSAL I .i t t -__ t r , ,, r i - .I j p...I.L, 1 I 4 I } i ( I , ..__- --_T__,_ w a a. j Na M-iwa i err,i s , ve `•. I tT/4^r-2sln• ' ;;{{ P/+-r 2aAT• I I 5� ,T/N•M .'m.l• Z _ I T MAX u - S.S l3d35 IV 'f 9i B41.T5 M/-> T2 sS ,IGLTS N'/ . ,,,,• p I I I I I I I t I i I \:i' t I i R �Gn vc s i I m rA i " t o Nt I7 P x 313 •- _�._. -_- y'�' 1]{6Y . 3/32• 1.._._, a S (] e, 3/32• ___..._.._..T ,.) t: I I ii y(�2� t,AgN' _._.�.__ 'L"...- ,rI10 I 1 ; NUT a EACH Na _."- a 1 --!! {,�, l a 1 I 1 1 1 OM ) } d ; ;p Ea,Ao1RN 1 {✓ I I - "+ d S F IovLWUa i s Fkre 7 1 a 6+iat I W �wtT66.P. - I I } I E .:� Fti I ; -.. \�• , d' m ausc 1 P lAt'7}j17s. : r. -__._._. .I,r. _ I _ - 1 ]; e• aY - t ' t - I r spa m / _ -__.- I I f `� I < I W6° ; �' � f aGN sTto • `` 1 __ ... i 7!4 ..- a1+E , Jfe'•-•��'., _— _ _`y3— . rI u, r- ---- , 1 I ''. I I : I , . : f; I a I , Lwn snn a "'Ir ae s wo r as ,.'. , r •i--' 'i 1 ' Ierr .,r oV wsL x J` .,fie. t_._.- r! ',jj EXISTING POURED _: E�. I v I .. _ ,2 1/2' qIC. ` t I M/T a r' �'L.f ! \, rV4. I- EA4Rr 5TtA1 ,,. ,! f�,i.', /,5..' l i s' 1 t K;�nsq- I I $ .Asr nas.e"eaNO ,vw+W ,m uard, L'+ I j �i a w I I I : i : I _.-1- _._ T COrCREETE' GUN 1 L ., I I r E165RNG FOIR>£D L0' I EXISTING pDURE_ ED � 1 lz'tr ac - r A f I i Is I/2' I !'-'� .1) 1% I I I b�» �B CONCRETE BLOGt 1 EA4ar snlO i , t 1 CONCJTkTE OR - _.. _1 CONCRETE OR 1 __.. _ ` /A' - i I ��I I - A 9, fe(/TA s" uAx.` RCQ IRED, _K` 1 12 ,/2' o C r' I _. _ } COH�ETE BOCK -.� CONCRETE BLOCX - • T I , j •- .:' f. I T1m- aEF� 1� naasP mwVOc I , I --1 1 j SOX / U I -"e"" _ REOULRED. , Rd]t1FE0. i E a. 1 r 1 r- etas � +L -1 SOX I aaa a r . V OF 1 r 'I Mn < _. D Y..� a 1. Mw. } -:. � ', �,: /z' /z• I BxtsrlNs HNXItkb y yr t�a��,} '. '� i DE t` ,• 1N,,. T "• \ k 1' t j I4- -i CONCRETE OR i.. ( i 'YANEi s `PLAIIf MAX i y ANCHORS, FOR CONCRETE �E SCHEDULE ON SHEET 9 _ --- •� a "-' 1 :'. I i EXISTING POURED_'', i SCALE 3/t8-T' CASE.. F .f. ' F;,: f -__ _. __ - ---------- (1) ,� Z. —, +'M-2P s€ y 0.fO1twID I ,,; ,�, _ t _%: .PRp i FOR WORD SEE SECTIONS ON SHEET 12 f139 ;: - 1 -- ---1 ECONCRETExmuNG POURED' � t y , MM ] 4wc ." �ta4•n t5 REOUVVIAR TE &➢OA I CDacaE+E OR -- cL, 'WE- --------- sca.ED.At(�1J1N) - -7 � j1 7 ,. r. I � �- A.1- . GnNCREiE A+N0ITORS / :- tGNG9En ANCHORS t--a v -- -- `.:` DTL `"0"1°iR d0t1DtTLTE rrACHGgs 4 NGr "i,,W— , 4 �,// ry,•e4 Ie�a I cONGeETE BEGGAR r; ` • +, E- . _ Mn LID E. f- REGULAR STORM PArJ t{ "S (1 ;,& ELFVATfON SI/6FSRE€) Wi sTTm _�) mM.. Oa 7U dwA (SEE aGNiE0NC IXr' ..., s.N.s. r 4 On aAaC(6.TE ANTd•IhRg : �, ,Am M r1 !+• N REWIRED. 1 1 (sSX SC'I61AILe ON sT+etTs a T1}g1 9) \ tseuz-s aTHRo11alsm SCHMILE: A' \T. SEE saysmue aN-- zus, . r a `i __.-__._.__ _ {� r ' 3 4„'.. /s'a�TRTr r °„'"'6°F aAxa r'e.'im' Te'"Kra .Nis ra•muB°a w flora %, ! `�" O SHEETS 8 THROUGH 9) ` , eS t9HEETS a To"" a) FEIW-.14 OR 1 AND EIOM1' :%/% _.1 /. ._ �, K!q RUI a A• O.c `...,*^. "" 4rya'A NOR a,' CORN 31 e.4 ...'"/ i ~� ' LE .W _ __S _. t ... ✓` SCIM� 3/32°a1 I/4 LAX O.N FEMALE OR Ci TAP.-0RP ••I. CONCRETE AKCHOR9 ,-. (j}. \''w.. 'i• , ., t...:.; _ . �+:., fVUA[ MCNm � ,u arlaaA.. �„ '. = PLUSt _ tSTY SG1N.'DUaS ON s ._ _ _ _ _. I /i �Itb�'t�Ef�Wt?LLi R - sf9ETs D & 9) SIIEETSMix SNCHEDULE ONe FHROJWH r) ' i .,. _ ! ; ' " � �.._ i._.... } Y r: 11 - ;1/'4 s--2pr3f4' s;5. da.T t r I 2s7" tiiY9', D— o 5{4' j, I a ' __-T_._ T (AA}L CR•EteAP i WsiBE MaiEY) 1.61E N ! ,fit: i N.. f W/ 7ja'.. &/`i, 2•. WING .NUT i ?^t __ _-::--`--'^--s 1+ -@'NM. MX6.k �AW(dPspIP1••-- i `* �.-'{13 0 12 r .Z 9C. , CONCRETE AHOHOR�S .-- -_.._ .._ ._...»„ _.. __.. .._ .. iwiiio CONCRETE MzxNa Tla' Mqx� i�AR sCA E 3/B-1" sTxE Sfa+i' *.,cAc€ 3✓B-T" OPPOO ) ao.. X / 4 .___ ._._ - s� s$N Y A 1 s RET s) VJ SCALE 3{B-+' 94ALE 31e-, SCAT ale=.T• TM-,°i I �. / '_ t T _ I,^._... T._.._...__.---. , .>Nu OerPr Eu+ w Iwaa ' � ANG11GH15 }?ADOffiEU /� _EDGE OF EXISTING NEW I' WIDE a VARIES X i/B' 6MEII a) V ( .._ �� I rk E;D. w EWE DisrANCE I ,4ry W{ s11m f$BE a•rannu dN Cs€E sD+seanE oR -� rV,. STPAMAaN I I SHEETS a h 9) V/ODO BLAND THICK ALUM, TUBE OR 1' A I tSrF SCHEDULE ON , 'L7 CASE F. (PiaN3 e1CTiETE K9) ',.__ R &00K _} £CONCREIE GR SECTSCALE ION A 32'�I' Y'a.f s €D, * EDGE DISTANCE .' $PEFIANo ± - t NWSHEET REQUIRED I 1 (SEE SCHEDULE ON —tjj REIE OR atOGlt ' w sr 1 -. �, WISHING, STUCCO/ PT WOOD PLATE SPACER - 1 , SHEETS B dr. 9) '� SDALE lira=T' COHNO9ETE OR 1 I - NEW 1' WIDE . VARIES A 1/8' f 1 1 - REoiRRt'a I. . j _ - , . ALUM. W LT T' r VARIES } : 1 T 4 1 R fi3R COMOR3ATiON RCT10N5. i L / + pBEH BEHIND TRPLATE SPACED 1 TOP do BOTTOM MOUNTINGS CAN BE _ 1 I V/'DERY UD 0& I I COMBINED IN ANY WAY TO SUIT ANY CASE. E gLANi u v r 3f�1, SCALE 3 i" sGT1.E 3 Tans I 2 ,� o'c r ty NINNHAN TOP A BOTTOM MOUNTINGS CAN B£ o CONCFESE wV `r I i t+ F� AA,/ COMBINED IN ANY WAY To SUIT ANY W (SEE StHEwAE ON I INSTALLATION.1. SCA1E 3lfi,�i• 2� 1 aA* 1jSER A; rt, r*. INSTALLATION. i W L sHEE s a tH9 O xA s)1� c. +. E L(/rA'i9 +T = W IIIa. rr ... .. E%iS'Dtd, fgURE�T I w • M mm aKTm CONCRETE ORff .•. . a FLORIDAiLORIDA BUILDING CODE (High Ye)Oc{ Hurrioena Zone) ,�, ' EXIST= PDNIR�p -' MAIL.- uTTnTR a a•. � FLORtOA BUILDING CODE HI h velocity Hurricane zone =fi �GENS- s FLORIDA BUILDING CODE High Velocity Hurricane Zone CiNk:RffE - 7 dram TY.Fm W. " �'EDIRE 1 1 2' LFa CONCRETE BLOCK '�. FOWL Mto K •�: .2020 M1EQ1, OK iP. e102a RLRCO. INCF.P. sEnuaED. ': Da+ae�rz ANCHars a * * _ 2D GAGE GALVANIZED STEEL STORM PANEL oRRai er: 01i 9�T A r AO 3t MnX, REQUIRED, TRaar's Hon, NO 44167 s 20 GAGE rdsLYATgZEO STEEL STORM PANEL oareN W. -... ( ] ,FOR CD1.181N912L A 4=_Cf70 5: = : • NO 44167 20 rAAGE GALVNUJI2ED STEEL STORM PANEL aR+Nw Z v: : * - SECTION X-X - *; *, : = + - E.D. - EDGE DISTANCE a. yr i * ,,, „ wi2a/Im SXFETS a THROUWI 9) � - s) :. TOTE. N c ..._ 9:/s/zR2R Cc;�" e - = LOBAL PROTECTION PRODUCTS, Lt.C. °'�(,RIE' 0 CSEE SCHEDULE ON TOP x BOTTOM MDurmNGS CAN BE. � 4c. -R 0-`'""'1'_.`"� GLOBAL PROTECTiflN PRODUCTS, U.C. A„., -, GLOBAL PROTECTION PRODUCTS, UC. DAM scALE s/& ,' =-c`' S TEOr~-- - _ M�& . SNEE" 9 coMBUREo IN ANY waY To sun ANr _ 1�-C 0 INc. DIi1B .• -: I!T I�. � O+ tl f- Mead 6W 51 Sion Qf'T&-ER HERS REQUIRED AT TOP OR % SI'•. 4mo ar. at Saw } � y .. yRY +Boa E. R. S 1. Z 510.* •••"•"-,�"• a cNaNKkYnNa COMPANY uw,E, it 3S3t4 _ ' k apC •, R101" .• • �.uPANY wife, FL SIM4 20-178 INSTALLATION. '" O - Alp$,.• F I.. TEw �a EK Vnww Ka Yf DAME. n. SAlT+ i c AM AIR..AK wA, VNA aNa4YE. R: A),A rNlmNe (954)4TtP-0Md, fAS (PS+Mea-aA97 2D r7G @Q7TOM TRACKS A4JAt'.ENT TO STU�,,taQ OD NDS y F ,..,.,.. .?4i rt.r+,R. PHaNe. twaa)E9R-mis. rAa. ttA4)mR-a1n ''" "�tY`n •'• .... a ,m• F 4sR R ,a 1:F (su+)699-]S+a. FAx: tRS+)aa•iT9! 2D"i7B fit AL 1. `''f — , am m Ae - I Oft nt-«M: h Ai -,sn am v. Amisw, rw oRAWN9 NV: 4), `>,�'f "'` wV„ I t+om en•,Ax . � . Llmt m-.tAr. +� M ,Ia.,RGRAlvwd ib: n SCALE$ 1' Mt1Me... ;L SEAL. TLWA'Ar.. OL-d4Ua'719 r MaA..n ar Ana. .M., t§PAAytO Na: ')'RAAAu/ AL DNMVRE/4ATE TTMLiHTGA �JdF. PJi. IAA• VAAAnw. , _ M//uN NAt.; LA OiNTyipE/DOUR WN.tt7iOAA-MK7AT'h:. P.E - WAl7E9 A U4MT u , , m ,.t-,M • " 4NCC7 t 6F 2I6 .. a/FM NIWINN , 7 - , - - _ SAW 5 Or n NIIM001 "' a? :- ,T-ta _ + — A =- 2E ^ SHEET NO. SH 1.0 B OWN = 1.1 6 A WALL AND FLOOR MOUNTING INSTALLATION FOR :� AaTE INGMk6 OF aSAR P.At. -TAP IPA. SPLIT PANELS CawtlLR ANos TYE 6DRaa2 GA CAVES //a't S.T&A "-1'16LL I 4. Lt \ ! i M7aLLgN i ! F 2' W I ab T Y/ hisEWE OF 2._ -T _ ti ?. > �, BUIOBX ► d,o`flt C 6/1" neca+ X. 1 � P' .._4•__: , T ' NAm SL pI GUgTI \ . ,W. a1.eDEx V : ,N. ...._ M1M1/2 X J® IuuA KaK Nio c.m. W/ f1M3F4' is aMM;r33 (S, S4HECRR£ ON SMUTS e A P) zi SECTION 1 SCALE 3/8-1- ) �$ SCALE 1/4' a 1'# ® 1 --(JNPT"�'MR GPpEyBIME RSIIW t/4- W... 4T) S1fi'4 TPCON xL _ _ •..TAEa. t OR aNu111110 RULED BANK ' w/6 �0EAp1" E - - - w� A NUT. -• P*1.. -TAG PA.1. wuRGx ANGLE D SaCra S a 4 2A TOP 2a� NG11LM0 17 wAdl OR atAe MULLION SCHEDULE Moa MULWN REQUIRED YIP. SPAN (TO 4 TUBE MULLION » 4 4'-6" 2` X 3" x I/B- I]ocaw SHOTS i c n} > 4'-8" TO V-S' 2' . 4' A 1/6" WfY-e' RRee PA4 MAN � RATTING 2'. 5'. 1/a', 11:CAI 4 1, a, .1 5'-r TO 6'-10' 2" x 4' t 1 '4' 3 e'-NO" lO B'-O' 2" x B" a 1/5' u 4 0 DESIGN ' MwBX�TyoUM:T56JB0!'SAOTI�MQ 2 PRESSURE OPoENIEE}PwTRNc N PARAI-EL To SID& P s � NOTE: MUU." CAN ALSO BE INSTALLED Wf0 STORM PANQS ON TOP OR 6DTTOM SO TWAT IT S tACA1F11 AT TOP ON BOTTOM OF OPENING. (ONE PAWED OPENING IN/ TUBE TOP A BOTTOM) WK* HAND, ,WALL MOUNTING LUSTED kATt4ltl ALTERED&= 2w SCALE 1/0 - I- 1. TNSTALlAT1ONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 P.*Ji AND PANEL'S LENGTH UP TO 8`-8', 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. . _.EI.11e.!��Iiti.,e.,a. -cam _ • �o�: lsnr•`:wnr. •�nr' areEarr Nrn�•:r FLORIDA BUILDING CODE C,rWNG R ElS1QIR MOUNTING WALL A FLOOR MOUNTING 96TTAL118'WN - ALTERNATWE tW INSTALLATIONS ATIONS - A) TER. NAW-E sw (SECTION AT TOP IS LIMITED TO +55,5-67.0 MAX. SCALE: I/*- - I- A.S.D, DESIGN PRESSURE RATING) SCAM 1/4' + I. �y I - 6 c..I � ro• NGIo 6Nu, I .la1P� N2 FIB ANNDPm �6P"P,a •.•.s '- r 1paNn ]Np C$14M iOl FLOOR. MOUNTING gT61y(ITIWi - SECTION TACO BCAI:E: is 4' k 1' / MAXIMUM A-311. D 2914 PRESSURE RATING AND CME5PONDING MAXIMUM EMEL LENGTH "L' SCHEDULE ATAB1 NNY VoR ceASIA! 1f BANE!) N ALIAM11NS Aa PCw +:[IRNv]C f NIe11 1n - Ctffi1YS A. 4 w al DWGOIUM A$ k3U1 tG —( LUNOm i$Efl "MAID GASS yP( pR'im >' d OF THEM +55A -72A 7`-S' OR =5 2 1/4' UNBOLTED 9 THIN) a A 7 .55D, _72.0 7'-e' TO B`-B" M.. 2 111. UNNBOITED , T RU S a 7 4aaA, -72A ?8-r TO 11--2• Mm. 2 1/2• ` BaTM '•f - B +435. -4&0 1 12'-A' OR LESS a i/2' • B941i➢ LL 4 @ 10 4 B4 LM f/ 1/0h 2RA1` SS MS A W1NAOlT AT G]URAP a MNUEW M or PANEL 6" AWAY FOR PANELsni * 0 OW91ATIONS AS PER SECTIONS 'I THRU 7. ON SIEE,S 4 A 51 MIXWUIt ASD, DESIGN PRESSURE PA ) MA66#* 9040 a WAGING FOR ED: - 3 1/2' " -... _ TO SECTIONS / & ANY �INTKwN MARMUN PANEL i LFNGM TAPCON CF TPP•^GRP O`Lx_w PINflYATE FEMALE a PAWR]L -w_ RAS TO CONCRETE C E BLOCK TD CONCRETE TO j CONCH TD EfE To CONCRETE BLOCK To CONCRETE TO G! CONCRETE BLOCK W CeNC�•ET€ TO r N/A NIA NfA 6' N/A 6' HIM ft" N/A I MP) B• S' NjA N/A 8' r 8' e• 1 (81]i7DMj 6" N/A N/A WA 6• N/A a' MIA € N/A 2 (TOP) r N/A N/A N/A A' NIA vN/A S N/A 2 (Borrow) +55A -720 r MIA WA_ N/A r V. 6' NfA 8' NIA 3 a 4 I.,n) Y-5. OR LESS OR LESS 8,. 5° N/A N/A e' e' 6• !r a' 3 (BOTroM1 e" N/A VA N/A 5' NIA T' WA a' Nr a' MIA WA a` 8' 6' r >P eT 4 a 2 (B MOM) N/A N/A N2 1/2, 8 ifx` 12 llr a 1/4' a 1/4^ B ,/4" a ,/4" 8 1/4' y (rDPjiBarl➢N) SEE SHEETS 10 4 10 FOR ANCHORS TYPE l SPACING FOR IISTA LAMONS INTO WOW RAW PAILCNO. _. . MNMUM AM" SPAGI70'i NO MINIMUM EDGE DISTANCE ARE INDICATED ON INS SLRSDLBE FOR EA LESS I'M INgG= ON SCHMAC REDUCE AMG," SPACaM BY MULTIPLYING SPACING SHOW a" SCom" IT HE 1FOLLOWING FACTORS. FOR THIS OPUUnON TO 1- . REUUDED SPK914 OUDNNID H7gPH0 FA"TDR ' SNML NOT BE LEM BAN MWWF,u SPADING. MCATED BDR EACT M1CIfOR TYM AT A,NGRCpB IEOON• __1f(1 ANCHOR rim 1/41 1/4'i lf43 1/P4 T.ft. _ O iMq! �� 147 LAW[ SNK-W _1j44 6dID-9m' fh AA." VA0.4 QL) ] 3 ] ] 2 Lll ] 2a,W laawk DAL} 3 } ] t/2 ] T72 ♦ Y YJg AWJL CAL QDa aIOIIQj.... FAMW . I112` 3• ,.m 1Ai - 1m .m - I/4- a. sfr LONG BUSH" W/ INSTAL#�4 19H QUAiLS FOR REGULAR PANELS{ 1� & ll� ,AN'M-2E]r ssI M.S., 5 a ,/N 6 1 4' PANEL LENG,INU RAP -r AND a 1/4" O.C. INTO EXISTING TIN WOOD STRUCTURES ° FOR LENGTY64 ,A+F 8` OR /Ta-TO B I R NCIL PNELAWi FLAW# 7D N%t AANLTMATE PLUS a i2 TWRWKD t Pt,TMTPAt1pN i6 lgMER Fink ALL LOICT"S N ! r-B` MOP.. �' , f4' ,41a 9CHERS • 4' O.G. 1 iI , 1 }i l 1 fi AMINO NOW NEKK0. 1 � Il fl rt s A i EDI j: A i �I — EQ �"� ED ' 3 SPIN. - I i. ! WOO, KNAA ( ACCORD oWOOD ; t w= 40000 i wow NDmEA ,TOLD HOW 2 a I ALTERNATIVE 1 W TERNATIVE 2w SCALE 3/8=1' SCALE 3/8-1- I d SEE SCIei I $ SEE SCHEDIAE ON SHEET B ;--._ MRMin. SEPARATION- a aFORSTBW a : � �, € 1a CLASS- I SsPARAllO TO GUM. � e I ap a T2 1/PP.r EON t EOOR > EDI E4 1.. EDT EOF IA we WAIF ', REOIII16D 4•iM"HOP]!,' I f I.D.fD. x a' L,TND 0 BURNING W/ ,f4'+F-2MF' SS. U.S.s. a a ,fr D,e I' a3, Mats MIA.T GANG N wOOO PILE ` I - f .,I FDR PANEL LENGTHS UP TO a'-D• AND 6 4j tf4` 0& FDA LENOO15 UP TD 8'1NPA I 1 4 GPM. t 4 RAZE t OR 114-10 FANE1]AA,E NOV" 10 ON PANF1AM.iE PLUS 12 If2` 0. G WITH I ";, I SCi6.w3 1 a' O.G. w ALTERNATIVE SW LTFd2NATiVE AW REGI✓nEG I h, 1 f2- NBA. 7HR AGED PENETRATION AT A16WIOW OF EXISTING wO1D DRAB FOR 2 x4 PRATE -, N/7 Mn. ll vaAE a MONGD, GA PURE. SCAM 1/8.1• SCALE 1/8-1- s ALL UfNERM' UP TO 8'-b" Ub 3; ,�,< �LTERIiAZI� �[QDO FRAME 1Z1HFUdfI_INS III15Tl4N _ .�SyP SNOTELI Nt? s RA A DR LOCATIONS NOTE SHUTTER TRACKS NOT SHOWN SCR 0>�TUT{ Y 1T�v E ISBN AAwR SCALE 3/8-11 NatE<• AA Y�,A1A1ArtHT11.LA+A '�. ? ... .... F I w T aaD. 1. INSTALLATIONS ARE ONLY VALID OR BUILDINGS H DESIGN LOADS EN ) ."d ,, "�� ': UP TO +55.5. -72.0 PSF AND PANEL'S L04TH UP TO W-B' 't LG � FLORIDA BUILDING CODE (High Ve1N)ctN Mu cone Zone) - 2, FOR NEW WOOD FRAME CON'a7RUCTQN; WO00 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUALD,. +' - i$. �, ,.. _ IYm6a TLTEca aNG. 20 GAGE GALVANIZED STEEL STORM PANEL ;:el, NOTE. FOR COMRtNLA710N DF SECT10Ta5: ;.A ,qn'. Si G'Fe� _ ' L 1 GLOBAL PROTECTION PRODUCTS, I.I.C. m/26fV pt,E, ;y')� •. FL �1dr Co. HER- t STREET TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY AE"'•.., , FE• �Fiti S$( Hew. Pea a usP/m n `"Pn __I. FAIL (n4)e6a-arlT 20-176 INSTALLATION. 1+ AyIINi INN1N f TE CA-amp's WALTER A. NUN b.. P.E � � �� -77sa,• I—PLIFICA xN[ OAAwWO x4, e82f N OF Be (VA1L0 ONLY FOR PANELS (I)a W INS7A1.U1T1ONS AS PER SECTIONS 1 THRN 10. ON SHEETS 4, 5 a 6) MAXI KIM MAXIMUM ANCHORS SPACING FDR €O, - 3 ljr.".. - ASD. DESIGN TAPOON OF TAP -CRP ` -4N PAMELWE nwax 10 PAMELWATE PLUS S" SET APPLICABLE TO SL..GIUks # a MAXIMUM PANEL PRESSURE (py) TOCONCRETE CONCRETE 70 CONCRETE TO I TO CONCRETE BLOCK TO CONCETE TO CONCRETE BLOCK TO CONTE CONCRETE TO { TE f BLOCK TO CONCRETE TO CONCRETE TO WNCRE E ,i} CONCRETE etc" ANY CONBR AT" OF Twx LENGTH v (R.) 6" N/A N/A. N/A 6• N/A 8' N/A 6' N/A N/A N/A T (TOP) 8' 4" N/A NJA 6' B' 8` B' 6' B' N/A N/A 1 (BOTTOM) 6` N/A N/A N/A 6' N/A 6- N/A B` N/A N/A N/A 2 (TOP) 8" NIA N/A N/A 6' . N/A 5" 1 MIA 5° N/A N/A N/A 2 (BOTTOM) +55161 -72.0. 6' NIA N/A N/A 6`' N/A S. N/A 6` N/A � N/A N/A 3 a 4. (TOP) >7'-5" TO 6'-a' OR LESS B' 4" N/A :NJA 6' B' 6' a' 6' 6' N/A N/A 3 (BOTTOM) 8' N/A N/A. N/A G" N/A 6" N/A 6` N/A N/A N/A 7 (TOP) e' 4' N/A N/A 6' B' 6` 6" 6' 8' NiA N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2, 6 1/4' 12 1/2- 6 1/4" 6 1/4' 6 1/4' 6 1/4- 6 1/4 N/A N/A 5 (TOP/SDTTOM) +60.0, -53J N/A N/A 12 1/2" 5 1/4' 12 Y/2' 6 1/4' 6 1/4" 6 1/4' 6 I/4" 6 1/4' N/A NfA 6 (TOPI80TTOM) 8'-8- TO 11-2- 55.0. -72.0 N/A N/A 5 1/4` MIA 6 1/4- N/A 6 1/4- 6 1/4` 6 1/4- 6 I^- N/A N/A 6 (TOP/BOTTOM) '-8' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4^ a 1/4' 8 1/4' 6 1/4` 8. 9, t0 (TOP) 43 8, -48 0 6' 4' H/A NIA N/A N/A N/A ( N/A 6' 6' 6 1 /a' 6 1 /A. 8 (BOTTOM) 12'-4' OR L ESS OR i.E55 6' 4' NfA NIA N/A N/A N/A N/A 6' 6" 6 1/4- 6 1/4- 9 (BOTTOM) N/A N/A N/A N/A N/A I N/A NjA N/A 8 1/A' 6 1/4' 6 1/4' 6 1/4' 10 (BOTTOM) SEE S1E'CI5' AA 1T AND 12 FOR ANCEMRS TYPE a SPACING FOR 11151A1l,ATIONS MINT➢ WOOD FRA S BUILONO. AONRANM ANCIRIR SPACINGS AND Me4MUM EOM DISTANCE ARE WOR:ATTO OR THIS SCHEDULE, FOR LID, LEW THAN INDICATED 00 SCHEEU S REDUCE ANCHOR SPACING BY RIA,7PLAN6 SPACING SHOWN ON SCHEDULE By THE rOILOAMG FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SCULL NOT BE LESS THAN MDMNW SPACING NNWATFD FOR FROM ANCHOR TYPE At ANCHORS LEGEND. ANCR0R AR TAPCpM Cf UP -Ow -FUN[£ Q C GAL-" S000 w IRA. mom SPACING Dm) 3 ] ] ] 2 I/2 ] HE9�B6TAF[S 3. a 1/2 I.,R . ] 1/2 4 1/2 4 ] 1/2 A W fa om f A-0 7 0 if - 21f2• _ 3 1,W LLNa idffi .a, .IUD ] 1/2" _ _ T.ea LGfJ FLORIDA INSTALLATION DETAILS FOR REGULAR PANELS & a INTO EXISTING WOOD STRUCTURES /14-10 Pmu"TE PLUS 14-10 PANEINATE PLUS r ' ;k /,a -ID PANEI.MATE PLUS �`"-�' �-T 6 TIaEEACOD PENETIRAIIOH 70 " ED TO , DEDTo WOOD Eft = ". I THREADED ADER 1RD ♦ +� E'XISTTND WODO HEADER ."+"'' 3` WOODHEADER } E7T8O W@OD HEADER E WOOD H REWIRED }i EXISTING WOOD HEARER � Ja. I �) r f a A a' _ ixsf3T' I-a/p-Nwf3z' -'. j � i OEM GAS, o I I I ewrtm sluG°s fI 2'i W= HEADER s T(4` OS. i WOOD HEADER 2a yt at. . ti ' a ,rA' ac ` 0REQUIRM `,. 1 SUE SCHEDULE ON M SEE 6EI4a,AE ON SCHEDULE ON SRECT ' FOR To uArs. sEPARA i.--'_. .... FAIN W. SSF w%w.X M m eus `_.'. FDA b. ! PARATXIN TO DLAS j _ T ,/A1_2mn' 39. • EVERT OAEXLAP _.'. Mar, PANEL LEliffiH ---- MGK PANEL LENGTH , __- -.._.;riff__.. MPx. PM'k'y LENG111 (SEE NOTE 1) 11'4-20 $3. C ,. (SEE NOTE 1) FF ,ra'i-THEW 5,"r. (SEE NO'E 1) N/S]2w/ tfeY C N{5�'wf ira'f I } i I � I I Box t I 5DX OF i OF 'V I � MA( " ! OF 'L" f .. f"Yn MAX t i s ({ { `" ', " �. � " ..LUTE-saXt• I � 1, L� I ' ➢2' i fj'''I� �:` I�J.' �-' - MRG MUT 'RASNEft _ ,- 7/py • 3i]I' !I; snu sj I ED o i2 ,f2" a:c it �..ED. Ea, - _r' :{ - .�. 4.0 LAG SCREWS 2'x4" WOO6_PLATE I REQUIRED -1 /A-1O PANdAATE PL(JS e 6 9/i` O.C. Wf i 7/8' 2"X4' WOOD_AUTE ;- •I P REWatED J I 11 {{I B" D.C. W/I 1/2- 2"x4• WOOD PWE ., I' MIN. THREADED REWIRED ii. PENETRATION AT MMWWTN OF PLATE it 'i it THREADED PENETRATION a BID WIDTH OF KATE I i _ -Tf a SCREWS SCFS a _`-E' QC. SUaDEREO W/ 1 NPLNETRAMiN '-- DIRECT jNNTjNj INSIALL&M - AT MCWNGTH OF PLATE sT N ALE1�1 DIRECT MOUNT 1NTiNG INSTALLATION NR'f£B« SCALE 3/B+i' _III SCALE 3/B-I, I. 9MSTAUATIONS FOR ALTERNATIVES 8W. BW a IOW ONLY VAUD FOR BUILDINGS WITH A.S,D. DESIGN WADS UP TO +43.8, -".0 p,6,1. AND ,RL,I�IyVRRy7�4MNTyNjRApe>fyEAy PANEL'S W O D LAW TO ONST" . `@` 2. FOR NEW FRAME CONSTRUCTION: O MEMBERS TO BE SOUTHERN OF 0.55 PINE NO; 2, WI SPECIFIC DENSITY QF Q.55 OR EQUAL W/ „ t �.. � FLORIDA .BUILDING CODE Nl h VelocIL TArr)Dane Zone N FHR nMRN 4ADON OF SECTIONS: z No. 41 i A = R T" we 20 GAGE GALVANIZED STEEL STORM PANEL DAMON Br _ * _ - --, TOP & BOTTOM MOUN71NCS CAN BE COMBINED- IN ANY WAY TO SUIT ANY . —r"`:" ,.? :, z^_' �- 5 'Q B Cp' /� GLOBAL PROTECTION PRODUCTS, LLC. 1L IG C V 7Nc_ATe WSTAJATfON, F (} L RISC �hriAATfiTSJ � t 4WD S.W.wsT ST1Eer n Mi ]db. 4NtXNA A btAa. ATONE: (aaNlaOA C FL. F=1*SaSA)668-aTaR Pw Nam) aI-,eP Pe , OAo m-m, 20-176 Fk/rn. MM/TA gNL/lNRNArURE/aATE laPNePM tic r AT1.4V„ - d4WxNG N1-. wAUFR P.E 1u t>-, W _ - ulRt ,2 or N N �--* U N Q. 0 O U 5 U) N O O O O W V 0 0 t_i LL r0 > .(n -F 0 i CD_ ��� ii .� '� ��/u W Q a z J CONCRETE AN0401,15 CONCRETE ANINOR5 P➢R CONCRETE ANCHORkSEE SaNEOAF ON SWEET 14; 1 f row IWOO BCIEIY: SEE SE/4CTKNXN SHEET t3 ALTETTNATEINTO I 1 W STRUCTURES (SEE SCHOD BE OR (SEE SCHEDULE NX; {- t, ` Tw/zs 1 $ t.0cAT1oN 8 - i 1 1 8 LDOA7KiN $. j T l DETAILS.EQR-QPIION F SFSEEf 14) 5M1E'I li '�,- 3'-,, ALTERNATE - POURED CONCRETE ..... F iohi 1/4, 2/4, 2N�hk 3/4 IDR 4/A t, 2 lk tW/1$ i- MWP: G AT ENO PANEL AT 00 PARR. 1 �"�• �� --.. T'-D 1/2'. �, ._..�_, / LA$ scRExs a a' aG Wf STUDS a EVERT , 1 - TO Mn. YKRN sw J g WERLAP + T+! •.. HOLD PN4EL POURED tIDxC7ETE woueft �es i STUDS; a EVERY-�-• - - __ - - s Wn tCASE - - - - - - d iq o Me' MNn (CASE W ;`"z� ' \`. I ` :.;;ti• i'�,::. I - � - _ _. _ r-��-r-q{-.[ _. ovEBIAr, i A'3 _.1 I �S; (,2HOOD Rf2'PD,CANEL SEE af.NESCHEDULE 04- I SEE SLatFDUDE QN i TD IFDR SFPARATI4N ( 'ST78 IBM GLASS SEPARATION - (fl10 PANEL) DNNNERRLR P (T1 PALL) (INTOBOR (k7M PANEL) Mt6yA, - I I 10 , 1' (NISI L.._--"- I 1 , 1 i TD'NRA.� ED DO SnW P atfLTY G.G 5tv6 O O, a.C. 1 t I tt saE i sEE WTERION HANFL. €ND PANEL Tf4• s '4� SEF (i s¢E N { j INTERIOR PANEL ENE, PANEL _! E0 } TR'Pxt" ALAGHIIE _ , 4 o.r YAGUNE SCHEAULE %, 13CNEWLE /1 �3,._ pp SpR�W S)CR M/y^p�� {A�;'Q\A) - � scHEDutE '} v ED " {SEE IOLI, Lq/,4).. O.C. 3�` Mqe. (CASE V1} , 941 �2 i O.t. ...-.q -. ._ . _ _ .-.. _. _ IJ_. . _ M. �J � :•--b`, ,•; FANCHnR •r•,.. A/1n11L0N V RNRDR REt]tIRtEO OR _ .... ... -.. :.._ .... _ .._. OR DIRECT MOUNT ._. SPACING " SPACING ..-3` -.. SPACING SPACING - r4j Mac ANCHOR GL INNG 1 I " (SEE DDT 2/ ) !..--.-.-•_..__., I -3 MM, _...._..•....,..-_.: NFJStER MOLD 1NEA7,ER a s M., B M § t rora xr La . aCATMN S•."a. 3/ir _ i• SClak. 1/16'.. 11 sTua s°I grD Aj,TNAUVE t ALTEREDEI (WE DETAILS 1/14 MAXIMLIM-AAS-9. QWGN PRE55URE RO 9 (aa-W-AN2 MAXIMUM A-3-D, DESIGN PRESSURE RAJINQ (".f.) AND CORRESPONDIN 2 CL P° �DETE i i a xr14) ,/*'TEXT' MACI4NE a • CORRESPONDING MMIMUMA ANC QR SPACING SS'.FIED{J� T a EOg— PANEL LENCyT "� L" S LIE Mt1� REQUIRED I : r G• .11 I i I 1/1 7/4 ?tllJ 3/4 ue 4/4 1, 21 k �wr5 i & lw/t5 MMW PH aNEI To nrvrs T pE x wDc n rca �rcc gVCv sTER , E T SrS1Eti9FT TK3 MIMMUM Lan DEMON - M^. PWO. 11]NG1Nc'm i a - - - AiTER INVE LOCATION - T.MPFau xPAwla, m m ll OWN M1EE'f ALE ij Li S -NF F 3 i (BL WA COAL IAOUNi CfX�ftlt OOP M Wl FW 3 7 )2" • "Icim RATING 1` (e) AREA REG" S� PlNVR _-..____. LO �N OF LIFE � ROTE 'BELOW) TO � MAXIMUM PAWL _ NA - (RFE SECTWNs) � �AB'AT�IWI � ' 1✓L W/O REGULAR TRICKS TAPOpl1 rt' TAP-aRp CglE-M PANFlWR TINY O PN#{MGE PkUS ,�PIS.AffiE To +i3A. -,3.a e'-Y 2 J/4' 1ARa,ST T ib 01ASS I ' Enrr- (SEE NOTE 1 DF3DW 3ECTaNS f e LEWIM PANEL ) ED EDTo :If i.'J ♦ ;. t .. f` BELOW} N U54 P+9NF2 t TO BE INSTALLED AS PREP tO TO CO,C�� fi �� TO TO TO CaFN'RCN I.ENGTW 1° EL 11 1 {{jjOWCRM (SEE SCHEDULE ON l' -. ' • ///! , -'r�i '" ♦ TOSS OF IkE SAFETY STORM PANEL OPENING SNIT. RATMD MDCNL "` RLGEX CONCRETE BUDGED fA1E'PE7E BlOC1N fOh'CINEiE'' BEG_ CK � T>� SEs 9aiT 16 FOR ANCHORS TYPE & SPACING FDR INSFALU MRS INTO BROOD FRAME BULDWN6. � aR (� ,I „ WAS, OR SLAB OPTION 1 ALWAYS PNOL4OFD W/ REAR NANnIE M04UN ANCHOR WACOM AND MMM EDGE DISTANCE ARE MNDICAlID ON THIS SCOE0UUL FtxR I EO�.. - EDCONCRETE ANCHORS ITT SUNSET ,4) POUmEO COIMREIE Ira TpK, CQ10TOpN) ♦ TO FAC0.ICATB Mi$T,YLATK4N M NNIENDED 8" N/A N/A H/A 6' N/A 6- N/A 6' N/A 1 g 2 (TtW) CO. U= THAN 9000E6 ON SCHEDULE REDUCE ANCHOR SPACING BA WAMLIVNG SPICING Cent RE➢B, C 1�-t'...I �' �.. i. TO BE RMAUAD OR REMOVED FROM INSIDE +55.0. -72.0 • • - 1 BOTTOM 5'-O' OR LESS SHOWN ON.".GHEDURE BY THE FFOLOWINO FACTORS. FDA THIS OPERATCH TO OF POSSIBLEEDtCONCRETE A/,cYtoRB ,r' B 7' S 8" 9' B' 9' 9' 9' 9' ( ) OF STRUCTURE IEDDK£G SPNGMG OBTAINED LSWG FACTOR SIMLL NOT lEs4 THAN MRAN6N sPACGNO yp I LISLE .) -EA '` E EMQED. 6' N/A Nf,4 N/A 6' NfA 6" NIA 8' NJA. 1 4[ 2 (TOP) IKWCAFEn fYIR Fa f AW':rMR TYPE AT ANCHORS I.L➢;7M. # __ I 11 RREQUIRED CO0 PUT[ O WALL C INST AT1O#y ii t La man d +sSQ -72.0 5._n. To 7.-6. LJi t i wnoD PUE �4tU.NIiIi_ W}� AND_El]QQIi IAoIlNTINc INSTA�TION sr 3I32 T' B' S' B' 6' e" 7 TJ2' B" 9' 1' 9` (BOTTOM) 1/ai lf4* /4 1F4'i 1/4 r L 0- SMON 2 ++• �: `®OR : t.. B :I a 8' N/A NfA N/A 6' N/A 6` H/A 6" N/A. T & ? :{TOP) NRaYIaR Y,#E ,AAtAIt cF TAp-aPoP �� � 6YX-N ( ) r • SCALE: 1/8' >a ,• SECTION 2 SCALEz 3f8' = 1" I/A MPx, -m. +55.0 -72.0 7`-6' TO 8'-B• MLA ANCHOR (as) 3 a ] 3 21/x N - 9f4' MMx CAP I NOT£i:,ONLifFi?Y ST(aBM aA_r5TEM INsr xI N .: GAPB• 4.•. 8, a" 6 B» 6• 6' B` 6'. i tBD'rFOM7 A R - R1RwXR sAe DAJ 3 3 ] ; 2 s ,AA )P. ALTERNATIVE.1 ALTERNATIVE 4 N v LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) t OR AS AN INTERIOR PANEL (ANT' PANEL LOCATION IN BETWEEN END PANELS). 'B R:ItEiRICW PANELS. B (AE,OIYLATE LDiAT10H At4Ua' ' t PPL79W { f EON I� , ,'P tAII sL2tEWS a SD FC w/ i Nf2` WW . ). iWRFA0E6 PEYREIRaiMN OR LIFE SAFETY PANES MAY OR MAY NOT 8E iNSTA)lE0 ADAACEM TO REGULAR PANELS "+EE rRGIE ,) AT am PAN€Li yrruLiMxF I � SNOW/ O-OnR MOurtT eOND,fiR*PS hL B M wF LD. 3 1/2" '+ T I/r as Lae _ _ :. r: � I Lan (W/ OR W/0 REGULAR TRACKS,) sEE NOD£ 11 t I.5/r Low Weas atICK;YAYLIY ASActaEt"ar"nios16P7 A,61Q AFP!)OAJBti TQ 4-„_.,- 6. 10 00 Feyp -----1/4 i-2a PANF3ANft FCMM. MDR RNATIVE i+V IOD 1'R�(IAIE CONDITIONS IBC INCH ?R LOCATIONS2- LIFE SAFETI'StDR�i PAFlE1 CONSISTS OF 0,039° GALVANIZED SEEEL STORM PANEL AS SECII!DN S-B bESLGN _SEDITGN5 o MA.MUM PANEI, _-.--_.-�-.pmumtE PLUS P r ox- w7 L ,/8Len. SCALE- 3/r - 1'PER COMPONENT . SHEI:f' 2 DF �7AWING. SCARE i/32'=1PRESSURE D.. CDMBNATIO. LENGTH L" (R.i „IIRNIN/yyk------.--.----. 78RE-OW THIS PANEL ALLOWS ITSELF TO BE REWXMD OR INSTALLED FROM THE INSIDE OF iA YOF THEM �'L�QN. Tl) r , _a T/Y - - m T,aa' PFLE'TW,TKwE NL NOTE STRUCTURE, +49.2 -519 3 3" 4 1/2' 4 T/2' 2 (SMOM) r-e OR LESS.••.•••'`"�i ✓ -4 PLATE 1+MnL+N+e STN,LLIER TRACKS, RMi slaUR FDR aAR11Y A1NUNMHryy s.'yy?, ��ENS� '.,. Z WALL MOUNjING INSTALWIO 3. LIFE SAFETY PAN RE0IHRTS TOW TRACK TO BE COMPONENT ®a BOTTOM TRACK TO ,ems N TIC(/Ta�Ayy,,,� +52.B -66.0 3 Y' 4" 4' 2 (BOTTOM) r<a' LUTE LESS y Al •� y* 4. LLI BE COUPONE�T AS PER SHEET 2 OF THIS DRAWING. $>�,�4{,�',.,: •.,.. 1/'ryG - � LTj�( ERNA Y�L, 1 �N '��:•' "GEED '� �s +:OMPONEMi L� M%1Y BE INSTALLED WALL OR FLOOR r LNreO FDuo1WNc sECTRoks 1 a 'S" ''G +55_0 -iz.n z 1!2' 2 1/2' 4' I a 1/2 2 (BDTrJAf). 7 =6' OR LESS i ND. 44167 3/e - I• ?ate,• yj `'*, 2 ON THIS SHEET,. AS WEIJ.. A5 DETAILS I a 2 ON SHEEP 14. ,y�GENSF • 2y +55.0 -72D 2 i/2' - 2 1f2" NjA NIA 2 (BDTTOIA) 7'-6' rQ B'-0'* i *' FLORIDA B{JtLDING CADS Eli h Vslocl Hurrtcans Zona '% - FLORIDA BUILDING CODE (High VdocNy Hu carve Zone) • FLORIDA BUILDING CODE (NI -h Velocity Nu cant Zone - - - - - - 8 Np- 4. MIN. LENGTH FOR COMPONENT � B5 15'. = ;' a +55.0 -72.0 N/A NjA +�' I 3' 2 (BNTTTiXR) fi'-r TO 8'-8' .p': 5 Q Max. ANCHOR SPACING FOR COMPONEt:I i O ANCHORAGE AT BOTTOM S GIVEN ON c �O. ) _ m26m TaTaO. ps 20 GAGE GALVANIZED STEEL STORM PANEL PP - - _ _ _ % y p ,` `w � e�0 1M'�0. °iC' 20 GAGE GALVANIZED STEEL STORM PANEL Fp * , a = ezosG ,etEtxi, ax, 20 GAGE GALVANIZED STEEL STORY FANEL a COMPONENNT MA ' BE PEER 1MAHINT DR RELavN/AeDE * @F-- E� i c--.. °R"1e1 BT '�. © FLO'R1U �•� eAa,N B., OF z 'L!♦ S Ac 4a{S w7fMfffi20 , RWALR.ATONS A.. 'vAL61 FDR BIAidBtOS WITH AS:a DESIGN LOB UP TO z •C'•, ST ANJ r t; -'.) � M O]f�fH2a �., �''''`'`�� wrr,./aGa6 SrF aN GLOBAL PROTECTION PRODUCTS, LAC• SAE +ss,s. -a2.a w+ AIm PANEL'S LENGTH UP TD W_r. �'� ' FL N(!4 LOBAI PROTECTION PRODUCTS, LAC. naT s, SEE OETARS FOR ,NSTaLLAT DN INTO WOOD FRAME BUILDINGS DN SHEET ts. y,9'=. ORNr GLOBAL PROTECTION PRODUCTS' LAC. DUE IrA #IIL j (('P TINc. 4sW sW. s, at�r 2 roR NEW wooD FRNAE etHsmMenON wooD MFxEos TO BE SOUTHERN / .. _......... ♦ "4"•. •....,• , �I` IC "AN* O L7l N:. REDO s.W, 01 STREU Z .,yO,c •..,....,,.. �-- - 440o St. s1 s1LOLT / A ,, il J'"iTY Na DOM CAeaE, vL. w14 2D-176 PANE Ne. 2, w/ sPEeR+e cc,rai+° ,M, 0. OR Ettwt. rny` t NG 'A'yI '`4 tt ccMPANv amE. FL a]]a, 20-178 SEE FOR DETAIL APPLICABLE TO THE NECM(TY I 5` iTN0.G ( PR.n,• . wwMu q�nM, n s ,a ipi fRl4}e6a-ma" rAtD tDu]66l-ISSN _ rtr sA A/: 2w. N.. 2M. TY. *MtlOM. n Y�Ps PTNhL taa47eW-76LS, FAX: tRs*jMa-aT9a B, SPACERS ATTRACKSINSTALLED ADJACENT AND BEYOND TO OSTUCCO INSTALLATIOND SA SANDS, AAAAA+y - AY xwA, tN am 1� 1 -RMy r" IRwnE 4S+T -aa45• FAIL /a54 eG-aT&F °"'fAap> p, .s"Ia r : pG0 "+-tM. w GAVE Ent Y11tEA Fa.,. , pMI ir._,mo . r.• , ON m-TX]i Q I4w w AanWsi NNw -RAISING RPx S 20-176 P]� WAw1aNm sX» .ue9A. 4A _ NINNY -MID- R. r. o+Pe. u.c .SNIT 51WiATUBEfMTE , TIP Y-ra] 4 YNL1fR A1N31Y .dr., F.E. _ /WO LB Pt sEALJaRNAtMR2fLMaE cA-soDeaT4 � � :••. • ®P••• SLANTING Hn: PZ aH-DaoNT2ta + wc. sEAEfaaRuuDR�fDATe a-Daaaa,s _ WAtaFt.+k H`i3 a'E ' uP 1>-Ma a SMELT T3 of 26 wIL1Uk A T4,LR lNEET kt 9d 4, 7 TILL rv9 BIT[E'1' is 0i' 1d J SHEET NO. SH 1.1 I V. ANCHORS (SEE SECTIONS ON SHEETS 17, 18, '19 & 20)­-__,__ 3' MAX. SA/18, =7;X4%$W71 WIS. 3: I' MIN, It a "w/Xv It /1 ;19 a NW/IM I C, a 0 0 40 I t I ) r) f I I - I T-I-F­T--�.. 7_7 1( *a" Stiff k"M T T _4 3A/17. 44/17. SAA,-wMG MR R'FTa RKIR fwslljxo�_� L*,Mjt7, 5B/18, t*111AW/I81AW119 jx , ONW/19. Will & 1010/20 3 MM MIN. "W" 1: ..._.._..._ANCHORS (SEE SECTIONS ON SHEETS 17, 18. TO & 2d)-­­ MO 92 FOR UEE SAFETY STQRM PANE, CD ELEYA-TIQN SCALE 3/18--1- SECTION A -A SCALE 3/ts--I- ryggmag gggig jcLutz [Mgmarg a MAXIMUM A.S.D, Max. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION I PANEL RATING (Ps.f.) (SEE SECTIONS) . . TO GLASSCONdlT +55.0, -72.0 8•-13" . 1 2 3/4- ULNELOLIJD MAX. PANEL LENGTH (SEE SCHEDULE) BUILDING INSTALLABON DETAILS FOR QPMQN #2 FORLIFESAFETY INTO EXI$IING W00 STRUCTURES MRM PANEL SYSTEM rua _4 7 7/2". MIN. iNRFADEDTHRIACCO I/ ARCO" a 6* MCI I.. I ,, l f�FNGNLAJ 4" it I . _44*. TAPCON 0 0, oz W� i �k tHRM 0 f W E WADER wow HEADER AT T40M HEADER HEADER t 7 - 4/4' PIES j 1/4' � 11/4% 11/4' yy X Min COAT. I NT. Lb PANEL ENnN EXSIINGTAR s7sNMTtCN CLASS TO Tawas SCHEME ExLVTrN wwww TO IS,, j M� 10 � .- OX (SEE NOTE I BELON) sw TO) PANEL W LENGTH W, v`PA%kT`0R ; (SEE NOT I BELOW) EXTSIM CLASS PANEL UENM "0 j (SEE NOTE I BELOW) FAREL MLENGTH (SEE NOTE I OfLOW1 t ats: OR zm 1.) 1 4 -I�j 1 OWN 161 SS. 7/rO1/32- r V,; Ljejr(7 WING VT NA it 11e45# TAKQN-R MIA TMRCXpPO 7 PIEWIRATION AT v MIDWTDTH of 'MS. W� 'I t_tW4'SS, 44, W/ NUi WASHER 0 12 i/V O.C� SIX 3/v* WIN; NUT WASLO (BrYOND) t2 If. 0, WASHER (BEYOND) Rf `HRIAOED OC. M"k TARIAM AT MIDWIDTH T�n '"DOOTH IHRIAOEO A"_AT ANaMN7DI OF PLATE OF PLATE I OF PLATE WOW PLATE _ PLATE A��XO WON PLATE REQUIRED PLATE -M, INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUtMHQ INSTAL L&MN SCALE 3/8-- 1' iRMEMEL it PANEL a MEMEL StAx, 3/8'.1, SCALP 3/61-t" 001 1, INSTALLATIONS ARE ONLY VAUD FOR BUILOMM WITH XS.O. EWi DES" LOADS /� FLORIDA BUILDING CODE (441gh Vslocfty No [cone Zone) UP TO ISSA -?U POP W PARECS LENGTH UP 70 W-r f 4 MR=. rR 20 GAGE GALVANIZED STEEL STORM PANEL DIMINN 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS 10 BE SOUIWRN PIKE No. 2, W/ SPECIFIC DENSITY Or 0�355 OR EQUAL sl k'. AL W, VffVj2QM, GLOBAL PROTECTION PRODUCTS, LLC. WL Z_ �__ 41XIO ". S, WNW TEST WME, AL =I. ) 20-176 ­_ Pa.(.0002-imb, to* co-DOMI. 1_1­1 mmm R., MAX 0L TRAff Jr.,,,P ­9 H-I, . it . ; - fm I COMPONENTS FOR SERIES 2000 8c I Q09 E-Z HANG STORM PANELS (SCALE 1/2-1-) (TOTAL WOT4_______ (EFFECTIVE WOTHJ- - ­7 Ow MIN. TRICK PLMWZED STEEL ASIM A-SM ME 50 M94WW C-50 GAI.M. L------------------------- STORM PANEL PANEL'S END lip W/ HDAmw EDGE LGs* HEMM ISOMETRIC VIEW DETAIL ROUNDED CORNER 0 ENDS OF PANEL. END UP W/ HEMMED EDGE (MT.S) 7 r- 125* L 3" (2) 3"W(Max.) ALUM, ANGLE STOP BAR 11" LONG 6063-115 Alum. ALLOY w W_ I 'N-1 � DIE I DETAIL A -IT .125* SO• _Z0DO­J q) -r-M&CE ­-2,470`-- REVERSED *h" TRACK x 1.3, f &0 'P.3 6061-TB ALUM. ALLOY 'V REVER= 'U" TRACK 1 2 i S' 2.000' 1. 2*x5'(Mcx,) ALUM. -AN= TAPCON ANCHORS O.C. INSLALLAIMN DEIAlLa POR DON #2 FQR WEE SAM MHM EANEL SMEM INT-Q. EXISTING POURED ONCRETE 08 CONCRETE BLOCK STRUCTURES -y. 4*TAPCON ANCHORS TAPCON AN04M I 4'TAPCON ANCHORS C.C. . DIG POURED coNcRtm POUREDRED CONCRETE POUREDSk ®LOCC= r _E4 BLOCKOR REOURIED I ; Fc- j Ile Fc Z EXA S.Ivvjm TO Xum ou weat%RXn. IR­_ vEr HR POS"'Ij GLASS win We, _V or 3W)Syp� r '�,Vro x 3/32- WIND NUT 7 0 3/32, WIN WASHER 12 1/2- 04, WASHER (BM AF T '?ON ANCHORS 1/4' TAPCON ANCHORS w/ STUDI (Or CONCRETE :_._...-OR REtE BLOCK CEOUREDONCRETE BLOCK REIN APED WALL MQMING INSTALLATION REQUIRED WALL "HUNG INSTALLATION SECTION 3B wk0QN -M ft REGULAR PANEL SCALE 0 LIFE SAFETY PANEL SCALE 3/8*-1" SEE SHEET 19 4 20 FOR ANCHORS TYPE WORK SPACING MR $WNAADON5 MO WOW FRAME BUXOM W. MOM WAOM GO ""M ANCHOR SPACINGS AND MINIMUM EDGE WOKE AM IRWAIED ON TIAS J;CMU MO ED, LESS IRAR IMpOXim ON "MITI SCREWLE RaRcE ANCHOR PACM of MULTIPLYING SPACING SHOWN, ON SCWDULE fwcm By THE FOLLO" FACHARSL FOR THIS OPUMTOM TO BE POSSIBLE. REDUCED SPACING CMM USING FACTOR SKIP. Wn ME LESS PINK ISIUMIN INDCAM PW EACH ANCHOR 11PE OM THIS SCHEDLILE NLINLx� GLASS I E`C it_V4 3�4 N.S.II/4"It-204/4 S. KS, W1 /,tf 1. Z. WASHER I WAX NUT WASHER 0 12 1/2. D.C. (BEYOND) TAPCON ANCHORS TAPCON I/r oz DRS 0 4 1/2' 04OR COFftnEC - __8xIREO CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING I[NSTAU"N SLOW " MOLAR PANEL UIE�EL SORE sck.-E CODE INSTALLATION DETAILS FOR OET19N #2 FQR UEE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1/-00 TAPCON Ok 0' D.C. /2 THREADED WaD9 ON AT AT wow HEADER WADER 1/4 W.., W= HEADER REQUIRED REQUIRED L (SEE WMAX FXISRNG• SHEET 19) TO OLM PANEL LENGTH (SEE SOJEOLU PANEL LD47H ON SHEET 141) rm NOTE I 0IMM) 1/4*0-20.1' (SEE NOTE I acLum S.S.M.s. %9- -A BID Et IN • 313:r YANG NLTr 2'w*- WOOD RLA 400D WIN; NUT JL vw WOOD ILI 1"! _jTK -i II WASHER O (BEYOND) REOUIFIED WASHER 0 6 1/4- D.0 REQUIRED III -to PANEUMATE FLU�­_ 0 6 1/4' O.C_ N ATE AT MMW*T" Of PLATE OF PLATE WALL MQUtMN9 INST I I ATION WALL MOM" 10NI&LOON 0 LIFE SA= PA El A REUM PANVI 3/0 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Otim z No 44167 unt"x, M 20 GAGE GALVANIZED STEEL STORM PANEL FP' ORMM I. INSTALLATIONS ME ONLY VALID FOR BUL.DMOS WITH A-S.D. DES" LOAM UP TO .56.5. -72.0 PSf AND PANEL'S LENGTH UP 10 W-8'� ATE GLOBAL PROTECTION PRODUCTS. LLC. axle s. 2- FOR HER WOOD FRAME CONSTRIXTION: WOOD MEMBERS TO BE SOUTHERNW.4 .003 51 STREIT PINE NO. 2, W/ SPECIFIC ORION OF 0.55 OR EDUA1_ DAM FL XOT4 20-176 Fw 05901�vwr o"R", Na - "FNMA ANAL 4XII11V - F IA_Oov It4- �1_ L S/24 & tsFF ntm:2 A" V/24 4/24 4 on W)b (SEE NOTE 2 OELAMMm.2/24 1'/24 # 5 f'r 2 6 ra NOTE 4 SELON) PaiTzIEL tS EACH SCRlW I' U6, CCMCPV7iE ANCHORS 3* Mae. SER SEas CTIONS ON SHESae ET 26 (SEE ScWXuUE ON 9w 2s)- YR 1) UCH END OF - u;r _7 Tll T_ (M !Name PANEL) (INTERIOR FAMEI) iIMTOW PANS.) PAMOL) SEE NOTE L & 4 SEE A7TEENOSE 3. 3� A OOLM ML 7 TF. .1 - i 40 -0 4 1;41�4111_1[111 t JFANELMATE Cryp.) SEE NOTE 4 BEIJOW_ _4 TON DLMEN& IA 2-6 -16. 70 BE INITTALLED AT EACH ft, DORORI/ OR w/00-0 * LIr F TO ax I RMALLECT IT ALWAYS BE P=yg OPENING PEAK HAMM TO FACWATE BE F:c.- I ir"L EUMON FOR s v mm E QN MR s I F�=Z HAN STORM ewffmsym REAR�- AIDED TO 9E NSRdUfO FROM IT N� S OF STRUCTURE. 3/sr - r /4* MCI CAP 114' GAP 114- R- GAPJ� 7_*`IZ 7 77"17 7"'�77 7 7 I " z. SECTION B-B � T SECTION A -A I ENO 1ARV.S) NOYES SCALE 3/32• - I* (1). PERXIMM OF SERIES 1000: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL TRACKS AT TOP & PANEUMAIt PLUS OR 115! LOW E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL (rAli BOTTOM W1 PANELALATES, D"". TRACKS TOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CONNECTED No W- By MEANS OF R Tj.L, (2)..(rS=Sp9ALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BAR PANCILMATES IF USED OILY W/ 15. SHALL Br COMECTED TO it �/3,, ENO PANE1_5 CAT � So" DELI AT 'TOP OF SUCH PANELS. WING NUT CA la(204 Min. 1p, (3), IF END PANELS ARE SHALL CONSIST OF DESCRIBED ON 3) Il TAPPED2.3/-" M.S. W/ Min. THUMBSCREW BOTTOM TRACK LOCATION OF PASTE I MAY, VOA-, EITHER OF TWO (3). FOR CASES WOM END PANELS ARE USE EXTERIOR FLAT FLANGES OF END PANEL END PANELS ARE NOT BAR COMM. PROVIDED AT TOP OF SUCH PANELS, (4), IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (1j; A STOP BAR ISS ON RANELS SHALL BE CONNECTED BOTTOM TRACK (4). FOR INSTALIATIO16 WHEN END PANELS AND SOME WTERIOR PANELS ARE DIRECTLY A07WLM TWO MOUNTED TO EXISTING PAN E_ PANEL Ly & 31=11 ONE UtTICTAO" OSING S Ta KT. WALL PANELS MAY BE V ED JEFNTLY&aXrA1j6. TO BOTTOM TRACK MAY OCCUR AT (A3W)APWA& CDWECTION OF W/ TWO PAINELMAItS NO , W SHOWN ON ELEVATION (5)SEE SECTION 1% S' 4' ON Si 24, SEE ANCHOR SCHEDULE ON SHEET 25. 0H, PANEL LSEC ER E MME 9W. 20-1,0_ -.YA4 Uj, V 'AttitI1100 s I TAILLED E. MEAN OF SUCH THAT ADJACENT PANELS ((I, E LEFT 54 RIGHT SIDE TMO* PMM) HAVE ,,I"" THEIR OYEALAPS RETAINED BY FLORIDA BUILDING CODE (High Velocity Nurrlcome Zone) 02020 TILIVA W_ N 4 16 20 (AGE GALVANIZED STEEL STORM PANEL f.0 STAT OF GLOBAL PROTECTION PRODUCTS TRAIT 00, n_ MI. 1XIMING M 20-176 Xtalt-�. FAX, PH.7c 014,90,105`7lA "W Iry - www w, .. hSFNTNIt - - --- _T_ P.F.ME ziell I I it INSTALLATION DETAILS FOR OPTION 42 FOR UEE SAFETY CORM PANEL SYSTEM INTO EXISTING POURED CONCRETE QR ONCRETE BLOCK STRUCTURES TAPC ANCHORS 114" TAPCON ANCHORS O 9 D.C. 9" O.C. POURED, OR,CON cCaOmNCRociF 1 OUONCNTECF:CK REWIRED REOUIRED A 1/4- t 1/4' EJ) 0 EXSSRN E V. W7/R•A ;'� �. � 1 aY WIG MR O F a'. LOA _j PANV.MkTS PLUS W/ -0 PANELMATE PW W/ "0 x WIND RUT WASHER :4/3r 'ftwG NUT WASHER (BEYOND) ecum CONCRETE OLOU - OR COMORETIE BLOCK REQUIRED REOUIRED WALL MOUNTING Di[STAUAIM WALL moutfmg INSTALLATION UCH SECTION 5B 2 REGULAR PANEL 0 UEE SAFETY PANEL SCALE 3/8,-1, "t VI_ j� SCALE 3/8--l- P, Ty %,.kk" M SHUT IO & 20 FOR ANCOM TYPE A ANCHOR IYM SPACING FORONTO WOOD SPACEQUILOM DO MINWUM ANCHOR SPACINGS AND WMWM 67 am DISTANCE ARE INDICATES ON INS 1 FLORIDA BUILDING CODE (High Valoatty Hu Gone Zone) SOW" FOR EA LOSS THAN INXICATEP ON SCAEDIALE RMILICE ANCHOR SPACING BY OMM "XIM w_ 20 GAGE GALVANCMD STEEL STORM PANEL MULTftYW SPACM SHO" ON SCHEDULE AoRK CD. am myna ATE Q:g DRAW BY THE FOLUNWHIL FAVORS, FDA OPMV- TO BE POSSIBLE. Acoum GLOBAL PROTECTION PRODUCTS, LL.C. at SPACING OVIANIN, IWO; FACTOR SHALL HOT 4M S.W. bi STREET BE LOSE THAN MINIMUM SPACNIC NW -AM 7c> &WP FL U31 FOR MR M*M -Y" M THIS SCHEDULE a ter H P.W-- EXIA)MMI-IM FAR.' 54"-M7 20-176 x9& .1 � I- OpAww NCI SHM III OF 4 I E-Z RUNIC STORM PANEL SHOWN ON T1,RS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANOMS AND PANELMM FEMALE rD & PXNELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2D20 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK 94ALL BE 1 1/4' DMON WIND WADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE L04TIONED CODE. B. MINAULM EMBEDMENT OF 1/4-0 X 7/6' CALK -IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED W THE JURISDICTION WHERE THESE $WMRS WILL BE INSIALLRO No EMBEDMENT ALL BE PERMITTED. FOR A DIRECTIONAAM FACTOR Kd-Dft, USING ASPE 7-16 AND SN)kU_ NOT EXCEED THE MAXIMUM (A� Lo) 1/4- 0-20 SS SADEWAIX BOLTS USED SHALL BE LONG ENDUGH(SHOULD MY FINISH MATERIAL M" TO MSPRESSURE RATINGS INDICATED ON SHEETS 25 & M ENGAGE 314' INTO ANCHORS, IN ORDER TO VERIFY THE NEW CONDITION, ULTIMATE MIGN WIND LOADS DETERMINED PER ASCIE 7-16 SHALL BE FIRST REDUCED TO ASA)� DES" WIND LOADS BY MULTIPLYING THEM BY 0.5 IN ORDER TO 8,3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXtSTING WALI, TO COMPARE THESE W1 MAX. OkS,D) DEWPRESSURE RATINGS INDICATED ON SHEETS 25 At 2,15. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 9.2), IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P10. AS TESTED WERE NOT OVER STRESSED. A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN DIEM ANALYSIS- FASTENERS SPACING TO WOOD HAS OM DETERMINED IN ACCORDANCE WITH RaS_ 2015- (C) ANC14ORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE Wfn4 SECTION 1626 OF THE ADM MENTIONED CODE AS PER FENESITRAMN TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOMSTAS-20L 11 fr SHALL BE THE RESPONSIRIUITY OF THE CONTRACTOR TO VERIFY THE SDUNIGNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND 'TAS-203. IS TO K AT70 INSURE PROPER ANCHORAGE, THIS SHUNTER SHRILL ONLY BE ATTACHED TO CONCRETE, am Z THIS SYSTEM HAS BEEN DESIGNED TO Of, INSTALLED ON THE OUTSIDE Or THE OPENM ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDEVI THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12r THE INSTALLATION CONTRACTOR 6 TO SEM/CAULK ALL SHUTTER COMPA3NEXT EDGES WHICH REMAIN IN CONTINUOUS FROM USIDE Of STRUCTURE. CONTACT VOTH THE OULDING 10 PREVENT WING/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SERIES TON INSTALLATION IS APPLICAWLE TO SINGLE AND DOUBLE 14ONC STYLE WNDOWS WHEN INSTALLATION IS REOURED to PIC PERFORWO FROM THE INSIDE OF STRUCTURE, 13 STORM PANEL INSTALLATION SHALL. COMPLY WITH SPECS INDICATED IN THIS GRAINING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED Of THE JURISDICTION WHERE PERMIT IS APPLIED To. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLOEItS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED, TO BE PERFORMED FROM THE INSIDE OF STRUCTLARE, 14, ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PICIENT PENDING. S ALL ALUMINUM EXTRUS*NS TO BE 60153-16 ALLOY AND TEMPER, tt,114U�SS OTHERWISE NOTED) 15 (a) THIS FROWT EVALUATION CUMENT PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PWADE INFORMATION FOR A SITE SPECIFIC PR WHERE THE SITE CONDITIONS DEVIATE FROM THE RE.M B. ALL ALUMINUM SHEET MVAL USED AT CLOSURES SHALL HAVE 1105-H14 ALLOY, 7. ALL STEEL SHEET METAL PANELS �AIALI HAVE STRUCTURAL W� STEEL, A53W A-653 DRAM 50 Min., GALVANIZED STEEL THISPRODUCT SAM ON THS PE�D, PROVIDED HE/S�Ht DOES NOT DIEVATE FROM THE CONDITIONS DETAILED ON DESIGNATION WIFy- 68.5 kRj (AFTER ROUXD), THIS DOWMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS48111TY, 8, ALL WREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON THIS PRODUCT EVALUATION DOCUMENT WTLJ, BE CONSIDERED INVALID IF MODILIFIED. 5=18 W1 50 k0i YIELD STRENGTH AND 90 kSI 'TENSILE STRENGTH At SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,3,4 (4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISMED ENGINEER OR ARCHITECT WHICH OLL 9. BOLTS 70 BE ASTIA A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL WITH 36 W MINIMUM( YIELD STRENGTH. BECOME THE DIGINEER OF RECORD (RECORD. C.0,R) FOR ME PROJECT AND WHO WILL. BE FOR THE PROPER USE OF RE.D. IN THE OF ACTING AS DELEGATED ENGINEER TO THE HE P.E.O.. ENGINEER, SHALL 10, ANCHORS To WALL SHALL BE AS FOLLOWS: SUBMIT M THIS LATTER THE SITE SPECIFIC DRAWINGSA FOR REVIEW (A) TO EXiSYINS: POURED am, W THIS P,EM, SHALL WAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROTEMONAL ENGINEER OF I TAPCON ANCHORS AS MANUFACTURED BY IT* SURLDER, INC, MIN. t'c-3122 I/V d 9 7/8* CALK -IN ANCKOSTS, AS MANUFACT)RED BY OM61T INIC. (M)k 14C.30M VL) III. STORM AXEL MANUFACTURER'S LABEL SK-14 BE LOCATED ON A READILY VISI 014-10 PANELM475 PENALEto & PANELMATE PLUS ANCHM, AS MANUFACTURED ray IELCQ CONSIRUCTON PRODUCTS_ BLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1702.9.3 OF FILDROA BUILDING CODE. ONE LABELSHALL BE PLACED FOR EVERY OPENING. (-4350 P-a) LABELING TO COMPLY WITH SECTION 1 709.9,2 OF THE FLORIDA SUILDW CODE. A.1) MIMMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2° FOR PMELMATE FEMALE 10 & PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF I/A'* X 7/8- CALK -IN ANCHORS W64L BE 5 1/8- INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. - 0-20 SS SIDEWALK BOLTS USED SHALL BE LONO ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- 1/4INTO ANCHORS. k3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE WING ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P PANELS. ANCHORAGE HALL7G. BE AS MENTINO IN AA) AND XN &2). ND, 1/4* 0 TAPCON ANCHORS AS MANUFACTURED BY I T.W. BUILOM INC FLORIDA BUILDING CODE (High Vajac"�y Nu cone 1"0)1 1/-' 6 X 7/3' CALK -TN ANCHORS. AS MANUFACTURED BY DEWALT INC. ­ (f'1500 P..I.) Q= 'P. 20 GAGE GALVANIZED STEEL STORM PANEL TRY= "fA 1 4-10 PANEUAATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION ORA_ w PRODUCTS (1'­2071 P­10 GLOBAL PROTECTION PRODUCTS, UZ. T1U,F` TE!1TR`a 0 IOU=11 = .PIN 20-176 OM IRI-Im (40) ­L01 ,A-000671� -!' 1" ME- P� WTER A, IT 01 J", pl, San! 21 OF 25 2aw WE_ - JbISTALLATION qgTA10 FQR SERIES 2QQ0 AND 1000 E-Z HANG STDRM PANELMINIQ POURED CONCRETE OR CONCRETE BLOCK 6 csra 4 4 4 T C15- M msm,:e a 5 T M, 1� 7 t ON L. MR M� FOR kill yl'U�gO 4 1 '36 NEE cpE FOR v. TO MASS CL� FOR W. so*RAW TO MASS. M,VW� To _31 RAN t _4' aw OF 102 WALL AND DIRM MOUNTING INST. INST. i SECTION 2' 0 SOME 3/8.1' FLOOR TO CEILING MOUNTING INSL BUILD-OUI Mougnj& INST, SCALETlti SEE.Y, P" VIIAN LSE WART OTMOAP _t Of FWa OF (b X 4 Xa OLIO .LOR , AWALLAT" PPE OR MET 2� i .., Na, 441137 FLORIDA 8UIL04NG CODE (High Vafcct NO cone Zone)l 0 -9b - -"TO 1-9 MY ur a I tsm STATE OF 00to TVTCO. W. 20 GAGE GALVANIZED STEEL WORM PANEL vp •DRAWN DETAIL I GLOBAL PROTEMON SCALE. 1/2' - I' VIEWtr7j PRODUCM LLC. C. 46M &W. Sj STREET CON'.." WML R, 333. M00. ED "0­7301 Fw. (950119-61,17 20-176 (3) to -00 > 0 (3) 0 C cu 0 -0 cj) :3 ca 0 0 -cu W c 0 = 0 0- = M = .0 cu U- 0 > CD U) -0 a) E "M cD _._, 2 0- F F- cuu) -0 -Mu W gm < cn cD CD W co 0 IL =3 0 n U) Lu SHEET NO. S H 1.2. 4 1 N S w T A I im. MAXIMUM AS.O, Mm, 9S MINIYUM SEPARATION PANEL 06 ARPUCABLE m �NG .POT. (SEE r0 GLA.S5 CO SEC1K11AI.5 .96.D. -75.3 7tr OR LESS 2 9/18` $PETTED • I'. 11Y, 2I& N # 31Y +66C. -79.3 TO' OR ass 2 7/8' BOLTED ' 4' & a'W w 1 4'F- .' S. .S. a WI " BOLTED /� 2Da3/ S. M NCNUr A7 OVEFIAP & +az OF PANEL LENGTH MEASURED BOTTOM OF PANEL .Y 1*♦,. D:. T-..i(i. :_t. _,A 'o,l-.I. d, AtaA :.- .,: "♦ I , 4 t J M 0 MAXIM(?M AS.Q. L7€sKRN PRE55� {p.al.BLOCK N MAX UM AiCNORS SPACING MR E. M - 3 1/2' - - M PLICAN E-TO �� Q �1,� OF MEW � °PANEL 'TAPCOH4 [ALIT-1N P+kNCLMLATE f7]MIE m FANF.LMATE PELTS TO CONNIVE 10 CONCRETE - TO CONCRETE 10 - .To CONCAVE BtD6i m Cu1CALTC 12' NIA / 1 P' N A / 1° 2 N A / 12' N A / i' 2' & DP (TOP) 11` 3,# t0' J' 5" 4' 5' P 1 (BOTTOM) 2(N4 +- 12' 3" 12" 5' i B` 6' 8" B' E a%0.1 ) 86.0• -753 NA NA NIA / - NA NA N A i2 2 Y (BOTTOM) 70" ON less 7- N/A a I/2' N/A 4 1/2- N/A 4 1/2' 1 N/A 3` (TOP) 12" N/A 12' I N/A B 1/2" N/A I S 1/2` 1 N/A Y (BOTTOM) 12 N/A 12' N/A 12' N/A 1 12 N/A 4' (TOP) 12' a 12, 9 1/2- 12" It- 1 12' 1 w A. (BOTTOM) 4: LIMnED TO 65.0 E. AS.. . P= D DESIGN PRE59JRE RATING • - SLEET 1 SEE 2$ FOR AHCTIgtas 11?E a SMN:NG TllR NSrALL.1TWN9 INTO w4ai MINIMA buxom MINIMUMANCHOR5PALSND MY EDGE ON SCHEDULE FOR ED. ESWINDICATED ON BONED" REDUCE ANCHOR SPI-I 4 8Y MERISPACING SHOWNON SCHBIAE BY THE FOLiWY4G FAD1oT1, OR OPERATION TO REDUCED OSPACING OSTAWED USING FACTOR S NOT BE LSTIUI MW61NN SPACING ROUTED FOR EACH ANCHORTYPE AT NRX m LEN.rtwO- ANCHOR "m 1/4 • - i/41 _ 1/4•R -iAI 1/4`W TAPmN t CA`J`­4, _ Wm. McApll 9AOM2 ru) 3 l a 1 a 1/2 Ynq[OZ. C.." 04 3 3 3 3 Iran aW'1 u— Moh W 3 3 1/2 3 I/2 A/11 & [D, am NIGIOR I I/a' . ' 2 ,)T Y i IAO i - I ,.m I .w 7 1 Y IAO I- IION 1 I {• REQUIRES Mgt. DISTANCE BETWEEN 80TiDN. 4F PANEL AM 0 TO BE 1/2' 1/2 I MaA 1 +•F RTAul" Ana, OISTANCE BErwm BOTTOM OF PANEL_ Am TD BE.,3/)e• 13/16` 1 ` Maz. P FOULAR. LIFE— G -. (SCALE. 1/2-1 ") :- -_.._ _ _ .-.-15.125' CT079, WIDTH).__ .. J___._— _..- --2,181"--- )2.500 {EFT'ECnVE Wt[nH) 1 3 i-_._.-(-.254^ - .M ,-. _1.: 59i1D AfJa2-YEO i ......-�_ .� Li _._ - 1 ,-- - -5 t/a° (1YP.j--.-_ .._--` Y .374'--. . R1 ANGLE a 5 1/4' .i1$' 1 - 1.3$0'..- r--I'm � 1-11 "- 1.25Yf -,Do- .188'- LOBS' OR 4 12 iJr oQ .500• •-1.330^--3 1.500' _L TB (MAY BE RDRN5E0) �� h - 33. dL f D02 4' IJUA T9Ok - __i '�""��• 1.671' � 1.500' E _. EDGED GLVAM - EL a' { €1! ZED 51E - R I ....� sEE z.DbD- EDGE E A TYP, I [ It+}. 1.0f15` '----0 } -, e m -) GRADGf 60 m MUM QED. . 2.125' !__-_ - _,J �. 1.5W° .129",.) -,DETAIL ♦ 4B _: ) '-t71R. t () .375 ) i--1.35G• 4 STORM. PANEL E' ;,,,, 1.351i...-' DETAIL A b-__S.. _.,.-,.I-.__.2.000'--•^ )i5 PANELS SHALL BE INSTALLED ALWAYS .. _.-, . --2.387''- LEFT m WHIT W 1 2` LED Air Do AT LEFT SIDE OF FAMR (�) """ HEADDE�$ �3 "F"�$��'j� a A����� .r i , /-. ., OF PAS 0.024• (Min.) PA,+AS MO LIP ✓ ' '-- EDGE GALVWEZED STEEL .. 70' ' .375 � W/ NEMMEO eoeE r # #,. per, :-PANR I .% ±0.05" 't '' ,yam "-o1w ) ; -. l 133't P.270' - I 0.625 r 0.375 1 0:250T0 „•,,. .. ' 0.259 1 407° O.E,2S' - I' -..I --'''I _._.__.._25g1--..---.._ --- HEMMED -`=-f5Y79aI _...a250- - i. ISOMETRIC VIEW DETAIL A iaa`?"' ._-. y WZ7D'+ I!YEL 15 OR 1--- '957 = _.?.5D'I ROUNDED CORNER m ENDS OF PANEL'S i I . A&, OB6' •- _ P _ kU W HEMMED EDGE. 725° U E 6 " I_�'.�_. 1J0 25 2.378' / I,. (N,T.S) A!5" LOGE OTTOk L .091 .067 l_J KEY HOLE WASHER-..750' _.. 3.75p' (1YP.)' ,7`50' 3105-Hi64 A01W ALLOY 6 KEY_..1,{Olf AT PANEL ,072` I 7 Q - --- - I I ) 2:124• 1�J- 1 .. #SEE $MEET 8 FOR ADDITIONAL --1 ,750" -.. .6N3 UMTTAgNS IF SLEEVE tOKII I, 15 I I', I, A$1' + ONLY VALID FOR INTO - AW OtSTAiJAT10MS j 9, SLEEVE 2 1 /8" I-_ _ -�' (1YPL) WOOD Sr7nCnJTES- : 1.250' .375• : I - A. 12W =. . MAX, LENGTH t.T40 - »-_.. 2.000' _---- - 2.000" i 3.ib0` .- 125' 2.CO0°11050'0 L , �1.750" 230^REV. 'H" HEADER @B "U" HEADER % - -1 �(!_1 - —.1• YIN. TO 5` Mat.----• I g(1A CSt G E 1. III _2.000-. 1 v 1D A NHM., 11 "J" TRACK 9�7 PANEL HANGER - 3.0o, __, 374 i ))MNIU,, , ^ .'r- ! NOD, 0,_g A. 1f(l../,� , Li 1/4- ,„'WiDEI . _TILL. _..._...._t .. T ... "- 656` )�-.._ -, I-- A82° �'$' N' GLN ° ^,✓ �'3. (USE ONLY FOR E•,Z HANG STORM PANEL 50 - ! ,470' 275' MIN i;'®- $ ,•' j SYSTEM) 6063-T6 ALUM, ALLOY 1.671• I--(- i ! No. 44167 ° FLORIDA BUILDING CODE Non High VelocityHUrrkone Zone -_.{�JI '= 2.Doo' , a p P 1,}25' .850'A1--��,, 21 t - MiM, a MAN. 0 1' L,Y I- 420M TUFM LNC I.P. 123` , , _ _j .088` 1• L_-__,�L__t--.....C`• 'may 24 GAGE GALVANIZED STEEL STORM PANEL. 1 �; L 2c _J STATE OF ' F - ) ISI (� y 't ), ' -�' Ir,/uJ2aw = --...2,oW-._- L....�..___- �, '—SEE SECTIONS- _. I -- MNyr { 1 {" [ Ea C Ci Itto. GLOBAL PROTECTION PRODUCTS. LLC. 0m. _I �/--m;­-, 204`A TILUT a C 49m S.W. 61. W iLMVE, fLASfa d� m2i2D-17rJ Mew CtaA�W (.�i» - Plftt$ (9frF�P•2MQ N+t iabt)R�'672T BUILD -OUT "F" a BUILD-00 RE" TRACK 1S do 5/ WASHED WINGNUT �+- ANGLE (ZAMAC 3 ALLOY) P.C. 1.LTEN A�87lk SN1E 2 8 INSTALLA119N FAILS FOR REGULAR PANEL I INTO FOURE ONCRETE OR CONCRETE RL&K TS RUCTURES ALTERNATE CONCRETE ANCHORS L=TWN CONCRETE ANCHORS_--_ ` (SEE SCHEDULE ON (SEE SCHEDULE OTT OUSTING POURED CONCRETE. ; SHEETS 9 THROUGH 10) EXISTINGCON IVE BD WNCRLTF� OR CONNIVE BLOCK OR CONCRETE BLOCK SHEETS 9 THROUGH 14) 1 REW6NE'0. REQUIRES. E%fSTiNC POURED ._ '.__^-E.O. LOGT1oN LEG r'"^'s`'. CONCRETE ANCHORS yj_ r (SEE SCHETXILE ON ,_ CONCRETE LtE0U1RE6" _ SHEETS 9 TFNR(1UGH i r r x r , 1 r ,.r 5 1 r ! r SI YY,'1[ 1LAaMR —y r� .k-"�11wN eiN To, sL 1J2• /.%lr?:4'E% ✓% ,f,f ;"'�i1J4" },%. ; I ;F.sa--r # // -I .oR ,,, 1 2-I S.5 MS w lAn .�:.. ,,, A f�(. _- _'_.�- _.__.-_. CONCRETE ANCHORS__ -1 i N I/2• o:C / f. f.---_—__.-___.1 ! WE SCHEDULE ON t I 1 SHELLS 9 THfHE)UCH 10): _ - t/T-._.---._-.-_-- --_i EID t" I 1 � 1 I t sY-ZP11' ,r l t(A)-1 i I aaI "l" ,✓, ., . -w 0 eN�i Eb at Ir` t Mat. TT I :' � � :.: r' j /1 S I k. � i PANEL LENGTH f/''+/f;'s, Co ", i 1 - Eb ..'r I %/=-. fy..` .' / (ON SCHEDULE a--T- 1 SHEET 3 i#'} I ! 1;4Y..am1r /, ',%' 'x I "' 1 + SEPARATION I' f ; 7 F&R WRo ,} ISHEETS F - .; =. ,rl> � n, T74N TO GLASS, I 1/4's•aml• � (SEE SCHEDULE f 1/sY-2mn• 9 a 10 F SCHEDULE i SA 5m1S t I ON SHEET 3) �� N� SPACER 1. i` M.x. (SEE ON ( ,. 1 + SHCE7 3) ,. --' . c.__ , - (1Fg Tut FN4L P M9 @ ANEL LENGTH f _.-_..__._____. ._: i. z A, LENGTHU._ 1-.-___-_ . ...-.L- ON SEIEEt 3) ,�,,,,,, : I__ _ (ONE SHEETT 3)E AIX 1'�' . 1 1 - .. (SEE SCHEDULE I I._..._ A 1 _ --°T. _ _�.....__ � i SOR y.e t----'%I'-- 54z pl ON sHEFT 31 ! 011 ` Fy ' i - 1 OF 'L^ - %I .: 1 tiS -.... I _ .�;^� = Yfa. w%',/ ,. I M!SI. ,1 ,., / I ' L,,i _.t__... - -t'1 7) ',rr'f I : _, _. S r! % f I SG% 3. 'v E0. I SPACER.. i OF'L" ! i''',�. _1. ______1 Eblt B 0 12 1/2" O.C. I / i-_`____.. iENGTFl I B I 42• . I 1. 1 L. ,-I I t.♦V-2O.1'. , i 1 I A t -._ Y .. t - s,�nl NFM'8ous ....... I Ie I fFi'. _i 11-El .;: CONCRETE ANCHORS � ' CONCRETE AAKATORs , EXISTINNG POUREg'?\"" �t t l\\ ' - (SEE SCHEDULE ON f' :... Ci yp (SEE SCHEDULE ON _. .._t-.. ,1 g✓ CONCRETE k`$,`,","�'+,';,"�`` 1 ,•;`` ,fix: FDOE OE WALL ON SLAB SHEETS 9 THROUGH 10) SHEETS 0 THROUGH 10) j._..g 2 tf8" LONG MAX. NUMTINUY REQUIRED -A T. CONDLTION) . SPA;IijCERS - . VAJD FOR 4', L8OA1bI / f, IStiNG POURED CONCRETE E7F151'NNG POURED CONCRETE- `. LJ7iG7H5 PER SHEET 3. PANELS MO ` \\\\ r CONCRETE 13LDcx CONCRETE OR CONCRETE BLOCK ANCHORS I _ , REMARM 1' MAX. LDNO *ALUMINUM SPACERS 0 (5EE 5C°;ifOiILE. 1----ILQ-----, y, REQUIRED. "` ' 12 tf2' (SEE TABLE 1 ON SHEETS 9 THROUGH 10) ::,?' &- SFIE"ff5 4 & 1DJ CEILING I . MOWING DMILDa T N05NTING WALL ►MOUNTING /CTD REMOUNT wISPACERs ni OR SCALE 3/8•I'..SCALE 3/8-1- SCALE Vs- I' A'0N 1d11•NNAAI,A A �- .... a �_: �}CENSF'"•I.- FLORiDA BUILDING CODE Non High Yeiocit Nu Icons Zane +#ma mitm :. to, n. 44167 i - U 4 a GALVANIZED STEEL STORM PANEL 1 GAGE GAL A AN en ORIJIAI NQ _ ,C,QfT1OINAT N„OF c,CRQha; * � * : * I 97/z7/2m0 E.D. � EDGE DISTANCE ;-a'; STRTEf3� T :C0 GLOBAL PROTECTION PRODUCTS, LLC.. WE .• �`�_..-�,../ IMc. _ (SE£ SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE =,,o ,a°L011111P,,. ,e +m9 6.OFL61 sI 4 -- SHEETS B & 10) COMBINED IN ANY WAY TO SUIT ANY `S. • •t4I wa M.. a w. A "m.4 n zaiae 333 at` 20-175 INSTALLATION. SFr& � •"•,�I�C?f t �.: OW�-1po, r": DYA v1-ITT n1fl£ ( Nus-764a FAx: 054)d&9-6797 _._. DRAWING Utz AffHHfWkN,' L/SP4MtUAE/GATE -1100 IR a.. a.n". .. .n.r oiz," „s YBgi171 A 3T.. P.E. i DTI O & 1 OQO E=ZHANG T ISM EM511MQ iy09D SIRUCIUREa t a•0 scREws a 6' o , w ! uc c -- - 1, ' - ' t 1/Z" NM. iHREAkE'Q 'UlE1M11rON - .. [ . � (3 W, 2•sa• WOW ..,.,i..._. T 1 4`t LAG SCRONS a e Qt W/ ' ; '• TD E%19nWG 1YD40 H&kSER. T { 8" / b .-' , ,r' 1 e LAC " , i' Nf, i REOi'11MD ! SCREWS d G.C. W/. ', •'' J2' Nln. THREADED PE"NEIRIT VN I ..- FLAT OR IN"m t : 1 T/a' Yrn, 17OLEADE4 PGdiTRa110N - 2.' m vxsr0lc WOOD !SANER. /+, - To EZISTNO Wow 115XR. f 4 Cart. #14.1' 5AL5. ` \, t . 1 II ', 1 , ,' `, f .' - d G ENO. 1x 40 -- ', i. rr' .:, f/ ;), �._ I- ,( COnt /4' 8ZCx334` Y.S. A. ldzf S.M,S 8 J z3 2' WING S �1 %� { �g C 4 'v' / 1 1,, � N 2 1 sA EAIp OF I. $ YT " o�, k`/ g I ,''itrl Q i� H $ JS 4 C4PL S 1' -i a+ / LAG SC,�'W5 d 9' ✓RG. w ! X 1 A� ;: e r ) 'I a /a• 1 J� (/((//(� fi~ � I P- 3 4• • Mn... P t t I . ' y� 2B_.j Tfl�$'3 /$ `L4NEAIXO Ft ION ' :: 1--..---1 • - / } i g +..riiDRAB. 1 A 1 « I m E%RTNG WOW iliJ1RCR.. -t WING Y.S. ,w'/ i 4t3t32" . 3 t 1 , _124 I,, MUi' 3 : � '�,1A SEION`) t' ,. OC EVERY ,( 5fi OCTR(!. 1 2a a 4 OmR. 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P1,LF G �) E. •. NUT , r c"A }} JJ. a qy3/: -». '' II DR 1 4- `, 1, 4J6' Mn, rNREADEO W/ 7j..8.^"9t532•&tS I1 SEE NOTE IA BUDW`) PEA[7RAt10Na Ia I/r O.C. "I �.... : I 1tU1 RAR * = 1 4 W I/Ce STREWS e b O.0 w// - , - ". 1, ^? I/S./2�• MK THRE7.DET PENEIW I& d. _ i2} -1 to j t/4 f-1 3/4 YS W./ '� 1 3A E It 14 (5E£ ., TE REGst9€D its 57' NVT .r} 4 '. ',,, ,)x''OWt07N WALE : "- j OF AT SERIES. 2000 OR T1AT OR 09 EDGE x3R 1 a a- a" e.,.1 ." • , \2) }'1.9�4-10 PANELWTE Pus w �a '--,; {; T:DAAI�ROW S� NOTE. M BELOW) 0 _Ifa�-�,o>a/4 M.S, w/ 7lsme5t3a 1 7Aa Mk. PENEM7104 a 12/, t :; -' ji C1,AL *1 Nllt @ f7' O.t. ] ,MOUNTING ., S'£R IpO7 _ i/4'R IXi SCRt-W a 6• a.0 w/ - '' -' 1/4Y IJ'G SOIRNS a 6' u )) iNHRiADE�O PENET72/.TDI, ZPLMBE {7ff ` 1 k/2' Men. THRFA'mm PEA4':TU710N M,I. (2 ; AnF Ia 11 WObD RE111JxND ,. A ' PLA E REGUBED MJtvHOiN PLAT OR DN EOTm ,,,L ERN TTVE .�. W ', `--RLA'TE'.., WOW + ALAI RAT OR LOIN 4Da£ SCALE 1/8.1' ill ALTERNATIVE i "W y SCALE 1/4'+,1':,,__r.iR 4 1LS:dri'9=_Its t it}TING t w ASTERN 7 MISTALUTgYi ARE ONLY YALJO FOR BUILDINGS WITH AS-O. OFrSxaN LADS ® fUNfNtFi{iH.� IdWIAII ATIOY SCAATi i 4 W 5.3 me PANELIS �" DO . :: LENGTHUYEMBimNSYFO iBE :.rt{',I,�` SCALEE ile-I" FRAME Z. MR NEW wLADO CdISfRi1CTON: WOW 50[nHEAN u0f "' A°ate.#¢}f PINE . 2. WJ SPECIFIC OENSM OF 0.55 OR EOUAL �.,,� T" •, ,, '• %' FLORIDA BUILDING COD£ (High Valocii Hurricane Zone) Wit€ La f * : 1V0. 4f37,1 * ? K7Eco, ARC. 20 GAGE GALVANIZED STEEL STORM PANEL. c SEE SPCaF1CA A141 REfXRRU4EM5 FOR OE STOP BAR AT TOP AS WELL AS PANR i CQ`NECRUN TG TUCKS u GR AT 66TPUq. @A2E0 ON .F,09 HEADER - - - • �9 oR 2oD0VV�6 w5ruu oN TIP£ a uET aS� %-c =. STA OF C „�� GLOBAL PROTECTION PRODUCTS, LLC. °' -.5 alaks:AL'('.��NAj1YP' TE11211 A EewO00 FikA.i•'...... Ti _. f L � C � I�L. Imo&IR 31GI11y�,�� K k - - NA11-y FL.. 333,4 Far�3DlflON •i V�° Il �r i AN (,1�^-a'j)QW ks. ; P) ID. 30♦ ,.M Wtlo6 n 9," F'F .'C (95:N9W A.M6. FAY: IRIIo 70-$76 TOP a 807TTM1 130t1N1TN(6 G4 8C NF�NfD N ANY �N-"•ilT��� AY K'•a: 4aJ xCACA-00mia TRIi m_an -�F a7jt�1H/� WAY TO SUfT A1Tf RgsTALLA7WH. *SwtE; 1/4' r 1' Y .VI , d,w +fa pays He: , P.E SEALJ9O1MYfiRE(WTC NOTE ; SHUTTER TRAGxS HOT 9TOYRI >0P CLAk1TY' YIALTFR A A AT,., P,L - T-1d 4 - 6do... i1A'7 - 412f3 26 11F 26 �'.T■LY O ,' i .i- r !!" ' 1, ,. TAmm 'ET'!"r. MAXIMUM PANEL LENGTH "L+" OR »L-'"_ (it.) a MAXIMUM AS.D- PRESWK RATING ..r, + Or - (P ) t 7 CONCRETE & WOOD } INSTALLATIONS 1 L+ L,- 2110 12•-0• 1 '- ' 2 O 2aO 12'-0• 11'-r G 11--e- To--$- 33.0 I 10 10- 10 'a' 400 10-1' 9=4` 4&0 9 6` 6'-9' 50,0 9 N` 61-4' 55.0 Lr-r 6•-0` 704 7'-8' Y-O' 75A7 7'-,` 6'-10' 85;0 7'-O' 1"-1. 940 6-9` B'-2' 95.0 6 -9' 61-0' 100.0 6'-5- S'-11' 90..0 6--3' S'-&' 170.0 - e'-r S i 110.0 - T1S,6 5'-s` ZW0J-Mr`CDA0VA20 AT EACH WITH T CKS f3} (.i DaM.,Q: 0' O)REOt MOUNTED AT EACH!'}P EN�` (�),!13 or 1L: MAXIMUM PANEL LENGTH D MAXIMUM &&D. PRESSURE RATM E + ., - (ia ) ( ) CONCRETE & WOOD WISTAUATIONS 'I' L+ l,- 240 r4'-4' 1 f3'�o' 25.0 u -70' I f r -7- 30.fl t 1'-5• I t0'-7` M.0 Po- 0' 1 9 -9- 40.0 9 -6' 9 -2' 45.0 9-1` 8-7' solo 8' 7, 8`-2' SiOr 6'-J` 7'-9` MET 6'-0• 'I -5= MO 7'-6' 7'-2* 70.0 7'-5' 6'-11' me 7•-2' 6'-8" Sao 7-0'.-. 6'-5` BID 7-0- 6. e Sao ¢'-9• 6=r vs.a e'-1. 3'-+6 TWO S'-J. 5'-r Ima 6•-J` 5'-F' 1,10.0 ff5.0 - i 4'-rO' f 19,¢ - 4'-6- MNSAW SEPARATTDN TO GLASS SCHEDULE MAXIMUM ANAL LO011m WIND SPEED 4 170 m,ah WIND SPEED > 170 m.P-n (IO) UNRMTRANED I RESTRAINED UNRESTRAINED RESTRAINED 30 OR LESS T` 1' 6' S I/C >33 TO 90 1' 1' 7 1/2` 7 1/2" >90 TO 145 i" 1° 7 1/2- 7 1/2- >745 TO i 1' 1" - 7 1/2' UINHAtl11 PANFI. 1 FNGTEI (Inl MR A GIVEN MOUNTING CONDITION T(� BOTTOM DIRECT Mow -`W" NEkM* U• HEADER 1.5�21.5 STUD ,F" TRACK Y WZK i � WUI TRICt :' TNAY2a G� � - DIRECT MOUNT 40' 32:,: I ar 35' S5' Tao' -50' 4 1.5'XI.S' STUD ANGLE w1. 1. M. 42• 3a• 38" 3 'F" TRACK 55' 32' 3r 42" 1. 6D' 80` t - TPAOLT ANGLE 40£: 1. •12•. 3r 38" w55" Se" 1 WS2• 1 12` 1 �'1 DD` 56- 56' 2/4 1 /4, 3/4, 4/5, 5/5 & 6/5 1 W/6, 2W/8. 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON '-„,Jy MAX _.----_ SHEETS 8. TD 1,11) _____ .._.__. _ ...,_...__...�. —_.-.., ____.._ -3° =' 1 LpiN: `•� - .. _ , 7' YIN. ..r-1--j-7---l--I-"I-r--T-TIf '-r-'r`T--T-t--1--_i-7-7 -F-T , E-L,I I ,- I Ij I L/ j. .' I ' t t n ..1 L11._� w - - `" 1 w. ,�. . __ _Qv A .- --- '. 1L- �' f !j{� .F i r' { { I �f UNBOLTED PANELS j.+ i I :BOLTED PANELS / t 4e-24x1" (SEE SECTIONS AS j ? I S. Ms, $OLt W/ d0 EA atERLAP.. APPLICABLE) SEE SECTIONS AS UGBLc AD P t ) U jlt GABLE) I ;` I ' 1 _ (-i 1 l I _. IT-E I �_ 11 1� I 1 . I4 j S ' 1 ! I 44 a I 1 {{ ) I D.M.,3, 4, 1._- ! I - - - J-LI- 1----Ij.Y ,o a o I --.. _._ i .J or U4 - , L.-_ I j -1.'MN' i/4, 3/4. 4/5, 5 5 & 8/5 t" MIN. 2%4 i IW/8. 2W/6 3W/77 A 4W/7 ?.------ ANCHORS (SEE SCHEDULE ON SHEETS 9, 1O &)I)-,_._..-----­­­--1 REGULAR 51QRM PANEL 01 ELEVATION I/o YaY. GAP 11(1) L+. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A5D, US" LAD. L � MAX ALLOWABLE PANEL UETNGTH FOR A SEVEN NEDATIVE l.S0. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE ASD. DESIGN LOAD, OVINIOWE WAAWN PANEL LENGTH "L+` FROM SCHEDIAE, GIVEN A NEGATIVE ASA DESIGN LOAD. DETERMINE MAXIMUM PANEL L04TH % FROM SCHIEDUM MAX" ALLOWABLE PXIEL LEOWH IS EWUAL TO THE i0NMWM DVV%NED PANEL. LENGTH IIETYIEEN 1a' 00 'L-'. B BETWEEN (3) SEE SCHEDULE OEJ.iXI' POk ABM, PANO. MOTH FOR POROSITY 4UAL",AXION. ." '�' INSTALLATIONS I ID WNW ARE LADED TO # 15 P AI MAIL ASD.•D1" PRESSURE RAUN4 I tiK AS 9, 10 $ 11 FOR AS,O. DESIGN (CADS A. MAX, PANEL LENGTHS FOR RPAA J ,, +3E8 ETI SPACER IS u5f0: ' It ) ';*� 4 FLORIDA BUILDING CODE (Non High Velocity Hu tons Zone) ,. * D. 44157 . 0200 m7m W. 24 GAGE GALVANIZEDSTEELSTORM PANEL 'CY, ':FRAWN V : 9� ; * ' 11' E C,..:_ TATE OF I♦eRTfYA.R. I L E C Q I etc , GLOBAL PROTECTION PRODUCTS, LLC. 07/27/2010 Y E v "O ',' 1.OT` •• s _ nh ,•' 1+„ Ur1117 •, V t ' - - r •N A6vO 9-Y.:51357TIEEi IVMC. n„ 333E PHONE, 0-)Oel-like. TAN; tm)Y. om TE51NIe a COME ilM %Wv: - A, 8l0. YSi. M'aeC n.,737" A,i,% s/ r' , 't•yV' �,Lt' Err. PW M:OYx7I'l 1, m+ 1Hb9„N, CAXWNQ , - Hein t a - l_ CA­000571 1CYI4i A L , l,wE? 5 01' 16 iNNki#4w1 A./'° '� /TAR N I INTO WOOD STRUCTURES r �__... _ _._._ I '' iI + SEPARATION + j �, _ WOt%1 ANCHORS �Yi tr''--''� T4 67.Au5. .__ I I1 - (SEE SCHEDULE ON ] j F/4't-RaA+` 1 (SEE SG9tEDltLE. L fl4.0-2m1' - • y', :-.. ." (SEEi H,-� j{t :. I -"._Ja\. li:iA NNce- I ON SHEET 3) 4 _ yY"aN.m'v,9eNIQ" q A ,.a-;: r._: _ . '. 1' t , , a 1/C a.O �=--�-_.__-' - ...e.".-Y ' n1R Pl1Ei 1 J'1 T _.�.-.�__.�.I I `L' Mez. I / , .' .__...-__ �1 EXSTt T``- :.- WOOD 'HF•AQfR- ` a ✓ 1. I- ` q4 :,. GLASS I WOODREO r' I. WOOD ANCHORS --. t , r 1 #E'' IS1 SCHE4ULIE: \ - , +. r a..__-_ __ .a.__.# . i : .._---__.- ON SHEET 1 POT; " (SEE SCHEDULE ON - I:1 - I/4 SHEET tt) - i{ -. QI T'-%.T I - SPACER0 )f _ 03 15 ALA% I LJ I 1 „t /2" ''�1 01 \ . SPACER-,,. I ' OF ..., ''' ' :., .tENG'TFI � ,:'' ..... _ ^� MAX.- T.:. I Mx. _.___._. -_.. WO H _ ' i,.. ,I 11 °p. 1 _.: .; 1 kk1 " 2 _. �I i "_i.____-_ I REO E'D R - , / 2 EO _ _ )i; _ I % ', 1-a..;, ': tµn kl . '"____ I ' lNTm. 1 / _- ^`r C _ 1 ./�i- N ,t: I E0 __ - 1 E 1 . ..7 1 1 - 9..-e_ '- � I l _....3..-._ .1 (-'� 1 SPACERS I O. MO. LONG ALUMINUM 5PAGER5 4 TY 1/2' 1 -, T,7 (on TABLE /1 ON SHEET TON SEE I 41 . i -{t7; �) 'n ! 1 ' 1 .I., SEE NOTE "` $O.qW FOR LIMITATIONS F1A2 i 1I" �I 1 1/2' LONG I 7EYARARDN I r ,1�d SLEEVES, `:J "L" MAX. I I P/JNEL 1 -(SEE SCHEDULE i (sENELLS MfWtf i (SEE SCH€L GULF i! I I ON SHEET 3) ON SHEET 3) 4-_ e__. _L. -I ON SHEET 3) ,. _-PANEL MATE FEMALE ID OR PANEL MITE PLUS (SEE SCHEDULE ON SHEET 11) �I { ..:-�::-_ ._.. ..I. ..-.. 1/4^i-3o,1' ,Ic_... i` I s5 eBTs w I ( I :._ � Q i SEPAFWTKIN I I Utml CePI 7-rn IXNSi11NG E TO GLASS, I 2'at' W000 -- - : % ElOST11dG,-,E _.t__- ._-�.__.. ..... i G1A55--� 5EC SCHETWLE-.. f ;� PLATE REQUIRED �, GLASS I I 1 �(ON SH'ELT J) 4� DIRECT MOIIINT Ill SP `ER_ 1 I ♦.�f pp��1��+,nrHV�cp �r�7,tat1Y ,F.Z i I , - 'T,�.:P SCALE 3/e=1` I �.,..,,,�T,`I/ ' I '� ., ;'II q 12 P/Y" dA.. SEE TABLE,/1 ON SHEET 11 FOR MAX. PANEL LENGTHS 4, I _.__ MAX, A.S.D DESIGN LOADS FOR THIS HNSTAtLADUN. Fq @I ., 1 -.I i I-.. ... _ I '3';" "t ;i ' 3 .� ,; Y P2 1 f2' D.0 r '" ° ,. ,` 11 _ Eq I . ' ,,1 . _ W000 AitS21OR5 * N07£: 1 j .� . _ _.}.__.-1 STAGGERED W/ STUD i_._ ` *'b' rI _' i };, -. I+J {SEE SCHEDULE ON 6PAM 9A MAY A: 1 4/2• LOW 4: )',, 4 , ' j `. ',. t1 I SHEET 71) [1) OWN1AnON R L➢ATED m A ONE STORY BICLmx� WITH lr-0' �.. 4 *� MAY YFAN ROOF IELLWrr (rR69 $ A IESIIaCT1pl FI'�li ANY I 2^xAa WOOD - I _ I . : 6MLONG tenlR CrTLY RIgOO#U ON 9@FY 11). PLATE REQUIRED ' ! L Y(D00 ANCHORS 1 ' I ....STAGGERED WA STUD I' WK SDAWIDN m WaS iMNCoEC t !i - . L,q, - 2"z4° WOOD IPAEL� I '.'" ...CUTE (ai ANCMpR OO6Ya T,61A OO1w01EtfP FYATo/W»I FEYAE D Odi I I ON $HIM 3 %eE TMDLTa9 TO IJ4" AS 7 , REQUIRED I (SEE SCHEDULE ON LONG AS THE f011l1W7110 ODN(01110f6 ARE ,11 - -.-_, - PANEL MATE PLL25/ $FMAL BE 9PACMD A7 6 t/4` AC. I SHEET I1) COMPLIED WfIF6 (� 6A RESTRICTION fRMt 12 f1V D.C. DLO MOWED ON I _. I J (i) l PRESSURE I Pre (3) MAIL 24 SAVE PAN& Loam m LUN IVO TO w A ANY OFEMNO 1 ):', - Lit SHOaI PAEI IJ9.iM e • A FROM URGER! PANEL LENGTHS ALUM ON WALL MOUNTI IRECT MOUNTSHExt 11). WALL MOUNTING (3) sroWrl RAIEL BmrAu,TiIAJ IS pNET (41 t £fi E OAT of i i/2' EaW 9INA SHALL BE �A °N 1 'IN O AN E R NO WDOO FIIAVE WMl SCALE 3/6-1• Of I VALID FOR WIND ZONES' 1. 3 AAo 3 A, OVEl ASTM ALTERNATIVE 1 w AHO THE 2020 (Hh ELatlIT1N) OF ILIA FLORaA 1 SCALE 3/6"V' (A) INStA3ARON WAUD ONLY POR WIND MAZWOrram =93 a 3 PER AM E I 1, 2 11146-06. ,IYIHT/14 Av A il("1,%, y __—_____.___-_-_._.- I ` Sri' vCENSF"'✓? % FLORIDA BUILDING CODE Non High Velocity NUT cam Zone) ID 0. t . INSTALLATION ARE ONLY V FOR MAX, A.S, $ INC.F.P. A SECTION C• 1 AL ,Np2O 11L1ECO, HON O TION ri N MB1N. T F 0, 4 : � __e _ 418 E�1S.x 7 GAILY E 24 GAGE AMRiEO ST EL STORM PANEL DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I}' .W f- oRAwN Iw: A, TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT -FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') Z -d � STATE O=' - {. E G ji 1 Ne. GLOBAL PROTECTION PRODUCTS, LLC. "`1vw17 INSTALLATION. - �,' AM 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD - 00 - ..'Ot{IO, .. ~-eA-,tw .Aw, W�w TrwRWa NONomo;..e;,P « FL xs rPf ••••••• fT.. p�♦1t-mw.ra,t2.T 6Y1�AN1 P1'1a&014MOA,-16+w, M. 1'MAID-e7IIF 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC N. 1 ...w„A-„ - ,.".R aINARS NA, DENSITY OF 0.55 ON EQUAL_ AAAIMNR,RA TE Ch-om4Ttc -- 'O�"" - `"" �""' 0°P - WAGER A TLLR..,h.,l P_E I m SNIT 6 p 16 f,ENFRAt NtST'FS (16MMt RW2 ffirA6Aa t�,�1s• y(s S-g (fig{ smm s): (C) i9 )17�M�vSPfGRF16 �i'YILY S� n c WAN I. STORM PANEL SHOWN ON INS PRODUGY EVALUATION DDCUMENT (P.E.D.) I" BEEN VVEFTEO FOR COMPLIANCE IN ACCORDANCE - 1/4"0 TAPCON PINIONS, AS MANUFACTURED BY LINT BUILDEX, INC N INSTALLED AT HIGH CONSTRUCTION PRODUCTS. WITH THE 2020 (71h EDITION) OF THE FLOR{bA BUILt71HNG CODE THIS STORM PANEL SNAI_ NUT � - #t4-10 RAh'EIMATE FEMALE III AND PANEUA4TE PLUS ANCHORS, AS MANUFACTURED @Y FLGC 0 Sn2US:rION VELOCITY HURRICANE ZONES (MMAB-OA1L / BRO0 COUNTIES). - 1/4'0 LAG SCREWS PER N.D.S. PER SECTION L1F E ABOVE HONE G(d(W. BASIC - 1f18'0 3f8° W'000 BUSHING, AS DISTRIBUTED RY ALL 0Rl7 SCREW, BOI:T & .. ECULTY C0: OMNR O THE MEN D CODE, FOR A 'C WITH P SPECIALTY WIND LOADS SHALL. BE RISOCDETERMINED4H EL SPEED AS REQUIRED BY THE JURISDh,'"'TRN WHERE STORM PANEL YALL BE INSTALLED. AAo FOR A DtREGTTgNAJtt FACTOR N SHEETS I - T. AN R5 i 7 ' - 2' FOR ELCO PANEL -WE PLUS 0TH USING A17, 7-76 AND SHALL NO EXCEED THE MAXIMUM (A.SDJ DESIGN P1{ G)RE PATI. CS INDICATED ON SETS C_1) THREADED INTO Wt1D0 OF TAPCON CHO SHALL BE f2 AND ANPA ALE ToATTOW I AND PAN FEMALE t0 S 9 � 1 a t7 FEMALE Mau z e 3. IN 7 1 SHALL BE !N RI' QN UL ATE QESLGN WIND LOADS DETERMINED PER ASCE FIRST 71M 6 ORDER TO YEA} THE ABOVE {iiRE PRESSURE RAYING BY THEM BY 4@ IN ORDER TO COMPARE THESE 'Ff MAX (A.S:O.) C1) MINIMUM THREADED OF UIC SCREW, INTO THE WOW FRAMIE BE 1 THREADED REDUCED R N1/2'ETR IO IUNITBM THREE P- CO S B€ CONSIDERED AIRY OF THE RFAUtR THREADED PENETRATION, STUCCO SHALL UE510N PRESSURE RATNOS INDICATED ON SHEETS 3. 9 'rN11U 12 & 17 18, L"NETRA'TWN INTO $TUC HAD. AS Ff) EAD E URE RATINGS 3. 9 T RU N T THIS NOT OVER A N INCREASE N ALLONABLE I ORDER 0 VERITY ANCHORS ON S TESTED WERE q 5TO 33 STRESS FOR WINO LOADS WAS tlaS U�0 IN THEIR ANALYSIS. FM4'1'E-HERS 5PM„NG TO W4U0 HAS MEN DET'£RMNEQ N C.i] MINnAUM, EDGE INSTANCE OF ;1L SCREWS. INTO WOOD SHlLL1. BE AS II{p)CAIID IN -THIS DRAWING ADS HEIR N WOO ACCORDANCE WITH N,D,S, ZOIB, STORM PANEL'S ADEQUACY €DA IMPACT AND WIND RMSTANCE HAS BEEN VOOPED IN ACCORDANCE WITH SECTON 18W:1.2 OF CA) MINIMUM PENEfNATION OF WOOD BUSHING SHALL BE 5/8": T/4' 0-20 SCREWS USED SHV.I BE 1 1/2' L4HC MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS 1`0814D1-01 AND 00219.02-M. AS SHOULD- STUCCO EXIST, AND I" MINIMUM. FOR WALLS WITH NO STUCCO. f _ N123.DI-10 AS PER PER 201D 2 99 & ASTM E 3COL$, AND AS PIER CAL AAFRICA EESOR LAB SOUTH FLORIDAEDANCE REPORT ;� CS) N CAW THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE EXIS7NC TITS PRgTOGOIs. AND AS PER OgLCULATONS PERFORMED IN ACCORDANCE Wf SECTION 1804 OF THE ANDBUILDING WALL- ANCHORS SHALL BE LONG ENOUGH TO REACH. THE MAN STRUCTURE BEHIND SUCH PANELS. L0R10A $UIV.L)ING CODE. FLORIDA COD AMCHORAG€ SI4A1 BE A5 MENIIDNE"0 ,N C.i). C2) M C.4) 2. ALL ALUMINUM EXIFUSH)NS TO BE BOW-76 ALLOY AND TEMPER. (UNLESS OTHERVASE NOTED). SEE SHEET 2 (D) ANCHORS SHA4 BE INSTALLED FOLLOWING ALL OF THE RECOMMk7'1DATIONS AND SPEL'IFK:AMNS OF THE ANCHORS MANUFACTURER. HA t0 4 3 Alt ALUMINUM SHEET METAL USED AT CLOSURES SHAD. VF 3 S-Ni ALLOT 6 PANELS MAY ALSO 8E NSTaLLEO NORROMALEY F4ligWlNG INSTALLATION DETAILS SHOWN ON SECTION i TH1PO1kGM 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS StWL HAVE STRUCTURAL QUALITY STEEL AM A-653 GRADE W MINIMUM, G-80 GALVANIZED 1HROUGH 5) EXCEPT THAT HEAAER50 &Q) SHALL NOT SE USED. STEEL DESIGNATION W/FY- 92.2 ta? (AFTER ROLLED). e. n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNONESS OF THE STRUCTURE WHERE SHUTTER I$ TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AAS, 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 WOOD FRAME BUILDINGS.. so 018 W/ 50 kT- YIELD "'TTRENC'TH AND 90 kit TENI STRENGTH NOD SHALL COMPLY W/ FLDRIOA 8UPLONG CODE ULTION tit.. A. 2 13. P L LENGTHS 90 PER SE V 4 5 6 iT7RNA IOU 3W & aW °D £AC'ti REGULAR STORM PANEL IVER OVER AS COONS 2. AND AL TroES ON SHEETS 4, 5. 6 a 7 RESPECTIVELY: SHALL HAVE A AND S MWAKWG iNSTRUCfiMO OWINFIN OP TENANT TO NFOR DURING OF HURRICANE B. BOLTS 1D BE ASiM A-307 GAL.YAN12E6 STEEL-. 4R Af51 344 SERIES STAINLESS STEEL WITH 38 Hr,f MINIMUM YIELD STHERGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DUR6NG PERIOQS DF HURRI,^.ANTE WARNING 7, ANCHORS TO WAIL SHALL BE AS FOLLOWS: 11 THE INSTAUATION CONTRACTOR IS FO SEAL/CAVLX ALL SHUTTER COMPONENT EDGES WHQH REMAIN IN CONRNVOLIS CONTACT WITH THE BUIt1NMO TO PREVENT WIND RAN INTRUSAJtI. (A) TDL1/4-0 ASK' T 1 - 1 AN ZONING REGULATIONS ' r xE. P IN ILLATION SHALL COMPLY WITH SPECS NRTCATED IN THIS DRAWING PLUS ANY B6riLf.NNG D L NG - 1/ ANCHORS AS MANUFACTURED L1Y BUILbFX, 1'c 3. D2 P,a.i.) 12 STORM ANAL 5 TAPCON ANCHORS Tx 40 t INC(Min. - i/1' 0 % 7J@' CAD( -IN ANCHORS, AS MANUFAXTURc'U BY DETNAL.T rFRONDED BY THE JURISIXCT16.N WHERE PERMIT H5 APPLIED TO, 7/0 HORS, URIE 7 SPECIALTY 4•A a' F10 U BY ALL PONTCREW 9O1 & SPECVL CO. - I x 3 S -SET AKHORS As DISTRIBUTED NT 1 ! P. NOT PR INFORMATION n PRODUCT EVALUATION DOCUMENT ED PREPARED BY THIS ENGINEER IS GENERIC ANG ODES T OVINE xsrl '3 THIS TtWU OOC ) MIT, ram T. 3000 4 ( ( ) ( P ) 's, WNFRE THE ND DEVIATE P-ED FOR SITE SPECIFIC PROJECT, c. SITE CONDITIONS TE FROM THE R A r a - 114- i P A ANCHORS, 'FACTOR BY ELCO CONSTRUCTION ROT7UC15. l 10 ANE T FJA & ANELMAIE LUS AN ORS. A5 MANUFACTURED P LIMA E ALE N P H3v UE'WALT INC._ 14°a YAMAC NAUN ANCHORS. A5 MANU ACTURE4 P R INSTALLATION QIt1 uFE OF nHl5 PRODUCT / O R 4ti BE NE5PlNtSIF$E FOR THE SELECTION. U CHOSE ANtlINL'I.0 G SAFELY () CON7RACTq BASED ON THIS P.E.O PROVIDED HE/SHE DOES Non DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.. A T MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/a"; 2" FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTES S RESPONSIBILITY I 3/4" FOR 2AMMC NALW ANC#10R5, (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MNAUD IF MODIFIED &Z) CALK-* IT SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURM CONCRETE_ NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4` 6-20 SCREWS USED SHALL BE ) 3/2' LOIN..^ MINIMUM SHWO STUCCO Dam, (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARL H- WHICH WILL BECOME THE AND i' MINIMUM FOR WAILS WITH N0 STUCCO, AND MAY BE. HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.U-R.J .FOR THE PROJECT AND WHO WU BE RESPONSIBLE FOR THE BUT WITH, WING NUTS -PROPER USE OF THE PIE D WE OF RECORD. ACTING AS A i)FLEGATED ENOlNEER 70 THE 1�:E.0 ENGINEER, SHALL SUBMIT -TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEM AA) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG EN01,111.+1 TO REACH THE MAN STRUCTURE BEH1NO SUCH PANELS: (e) THIS P.E.G. SFWl BEAR THE DUE AND ORIGINAL SEAL AND SfwYvRE OF THE PROFESSIONAL ANCHORAGE SHALL 9E AS MENTIONED IN &I) AND IN A2), ENGINEER OF RECORD THAT PREPARED ft (B) TO 1D nNG )4 SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4• P TAPCON ANCHORS AS MANUFACTURED BY 1. T W BUTLOEX. INC. PANEL SHUTTER IN ACCOP,°JMCE WITH SECTION 17D9.92 OF FLORIDA BUILDING CODE ONE LABEL SHALL PLACED FOR ��' 9PEN?NO, UBEUNO TO COMPLY WrtH SECTION 7709 y.5 OF THE ®BUI�O 1/4 -- ` 0 4 1/8' CADS-N AM:HOR5, AS MANUFACTURED BY DEMO, INC 1w. �E - t/4"0 X 3/4- SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPECIALTY CO - I"-10 PME(MATE FEMALE 1D AND PAtlO-WE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION 1 �BNNffiff" - I/,- 0 7AMAC NAIUUN ANCHORS, AS MANUFACTURED BY DCWALT. INC tR A. r//i '?, .,.,•,f/ T 6.1) MINIMUM EMBFOMfTrt of TAPC'ON ANCHORS, ELCO PANFAMATES Ad46 ZAP4AG' NAUN ANCHOR. INTO INC 0i: �.�, ' FLORIDA BUILDING CODE on High Vetoci 'Hurricane_ Yon* BLOCK uNrt SHALL 1 ) f4". . .:• 5=2) CALK--1H ti SOL10-SET ANCHORS SHALL BE EUBEODFA 7/B' INTO THE CONCRERE BLOCK UNR. NO 7 as�a ""tea' me 24 GAGE GALVANIZED STEEL STORM PANEL sF-STUCCO �,wza SHAD. BE PERMITTED. )/4' 9-20 SCREWS USED SHALL BE I 1/2' LONG MtN84LiM SHOULDr eXiST, * C+"1 -- y� A AND 1' MINIMUM FOR WALLS WITH NO STUCCO. . A, GLOBAL PROTECTION PRODUCTS, LLC. m' AA V STATE F , - M INC:- �'' �� f� Nam S. 61 STREET e.3) IN CASE THAT PRECW STONE. OR PREGST CONCRETE PANELS, SITU= OR WOOD BOARDS BE FOUN �OFr1 "z^•4�Lrl�-T� T11 R„ �ESnMO a ONGIYtEL"N6 coNiWh' Mm I -1+ EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PAN �' •' � f srP,.. Noy 4n"-,e'"n -a. °ap -,ire" P."AE owINIe9-TSIa suh (Wgaen-Sm" 20-175 �S%()IL}At.. ANCHORAGE SHALL BE AS MENTIONEG IN B.1) AND IN B. ), t oA-" t s Urns wwfRY w.a 0RAR"P Ia. -. 1fA1f,,01118 F.6: a&/v;kgMRE/MLE 1),V w4LZR A MLR -i.A r wq't- ; ;H-. .Or to INSTALLATION DETJLS FOR REGULAR PANEL N T11 U T NG CONCRETE ISTIHG POURED CONCRETE -�R�TICgNCREtE BLlxlc I OR UIRED, Bi.DCK RATE BLOCK e RED11iRE0. � `F REQUIRED, �. : CONCRETE ANCHORS I CONCRETE ANCHORS (SEE SO4EDLILE ON 3 (SEE SCHEQIII.E ON'" flB5TN0 POURED SHEETS 4-MRCL)Gkt t0} } .-i 7 7 SHEETS 9 THROUGH 10) '---' 7' CONCRETE OR j J REOUONCRETE BLOCK.. - J Y- t I 3 4 - BGrS 7 2' E / z / '.T T 4" W 061 `o.G s /A i j I/ M I —_____.. __.._._-i l M1AS_.._ �_..__.�.. CONCRETE MICHORS_°" _.___�_-_ -„';i `'t ill." (SEE SCHEDULE OMI : I I I I E.D I I SHEETS 9 THROUGH )O}' 1 E,!) i' 1 I r r^ t y,�' I ,!, I• r I "',.rn{/r..' /5, rgljr, - �r,' EOL frf /i r I j I i 1 I j �1 �J I q =r 1 I ----- .: "`f_- Iidlb W.� TIE_'_..'. .. .T.__ 6.3. cols IT f! I I SEPARATION' rT91, -- 5. NOEL - 11 SEPARA,- lT-" m. L� iCP GIA55. '' Y U7♦b7ptW ro,91"i TO ff r i OAR � f (SEE SCHEDULE 1-._. _ 3'`. r/,✓r,'rri :� I EXISTING (SEE SO4EDUI.E -} _ . __ _ _._. ._. "L' MCA. I I ON SHEET I IXASS�r ON SHEET 3) PANEL LENGTH 3) i I {. I : (SEE SCHEDULE j I "C }IT` Ih&+. SEPAWQ1071 t '' Naa. I TO GLASS. i PANEL LENGTH I I j ON SHEET 3) G i PANEL. LENGTFI CONCRETE ANCHORS 1__ ... . . . --i _,. 4......._ , i.GLEE SC1#:QULE t _--_' i ill_..._..- yF=-.- ^.. ..l, • :- (SEE SCHEDULE t dY SH EY 3) 1 (SEE SCHEDULE , ff ON SHEET 3) (SEE SCHEDULE ON , ON SISEET 3) L _L.___ : SHEETS a THROUGH 101E ! - 1 H 1 1 -] I I o EXISSTB 1 3 4 t 5 -r'-.j 3:✓ i f'Ylif.^� - i MXt. I, Lox f Ds1• _ 11,�3` T O: 'L' _ 1 i . EQ , +TAD IM13 r ,r' .' ! - i WX. . p - .i I1�2: ED. I :. PrE 0. i I . E x, ,=f I ; fr I , -, I ' EXISTING POLNlEO . ' l ,-r,. . -'! vr MIX; iETi OR --" i 0 12 1/2- O.0 (I APPLIGABIf)' .` ° ! - .r y i � , i -t--�yp 1AUDEt 1D1 m R iM CONCRETE MON I ) f CONCRETE ANCHORS f ;;'r^, +S 1 ♦•,t` MHtIN SR W a 1_ :a"u" _ REOUIREO. (SEE SCHEDULE ON �.^ l,. .-.----.___3 w/ 'E,,41� -[0-- -Eo i � t2 w aft, MA AUT fr1 . --_ _...-__t ---_.I SHEETS 9 THROUGH 101 s` '- 'I.Min.'-•- I ( W/ (ONLY WHEN SCUD �,&'' I SEf . CALK ?�✓ ._..ALTERNATE -IN ANCHORS EEG I.00hT D14 y ,. ' t: ..g y 1 USED. wJ : WHEN EXISTING POURED CONCRETE `ti-� --RE CONCRETE € 91.4C1f PARE ALTERNATE CONCRETE ':. i._ ISESNG POURED CONCRETE CONCRETE AN0110R5 ' ARE USED. REQUIRED, ANCHORS OR MXiCRETE BLOCK RMUIREQ, STAGGERED W/ S (SEE SC+EN ULE ON. (SEE N SHEETS 9 TT1ROl/GH tO) SHEETS 9 THeR0U61H /0) S 9THR THROUGH RUILQ 33NG SCALE 5/8.1' SCALE 3/8„1" SCALE 3/8=t• ti171i7l TNTMA1. ,�A�"�,ap, A T4;1;!'"4o- s1'I-''� C,E j' •° . FLORIDA BUILDING CODE (Won Nigh Y+Ioc4. H1srrPcvne YOna ' .. .• 0, 44167 E m1EGa..a. 24 GAGE GALVANIZED STEEL STORM PANEL Plwwn'a„ Pj()jT, FCkt COMBINATION OF SEGFKSNS; -*: * :''- - E.D. - EDGE DISTANCE : v , �- -'-� I Ne. GLOBAL PROTECTION PRODUCTS, LLC. e' 9ATL STALE (Yrt (SEE SCHEDULE ON . TOP & BOTTOM MOUNTINGS CAN BE -'. 1c - - .mc s.A'. 51 Fnw - Q •. -"` p1.LR t FJrotHEE*INO WAIPANr -m 11,10 - SHEETS 9.. & 10) COMBINED IN ANY WAY TO SUIT ANY ' 'A.`1�, (ORICA ,' ,± e- ,Y..a.w.ACA,nI"AIPNAWW.F.sal. afA+E FL 3331♦ 20-775 "�rj IAN, P-67R7 R` G'• a ,r , m In-tNt `-VAN.— :VAN.-iM, ROW (9M)W-T5/b. (05UN INSTALLATION. NSTALA .yAA l0 ,••,_ ,-.,+...»,a,.,, _ 0ILAsm Mr W« V....A 0. , . .n. - aA.�T - - AA 1/t1H11I nRM/OAiE wA17EA h 18111 dR, P.E , r,-t4 . - 1ea2T a of Is INSTALLATION DIET LS FOR REGULAR PANEL I INTO WOOD t 4'4B' tMln.)� EYISNNG WT}0p� r _ BEAM REExlIRECN STRUCTUf7AL t ALTERNATE LEG T , -',t r- ,- ,'-"-LOCATION 1 ADEQUACY OF EXISTING WOOD fI 11 I r I BEAM TO BE CERnFMO SY REGISTERED ENGINEER OR ' -1. - E{! r .- >'., �!} -/�ry} ARCHITECT PRIOR TO SHUTTER / r - .�I � `L� � fl@)1'ALLATIDN. ,✓ / WOW ANCHORS ;,. (SEE SCHEDULE ON } f ALTERNATE 1YQOU INCH S 'I -•. 1` Min. -- (SEE SCHEDULE ON J 1j; -Eo } ED- W/Nt' .0 READ --6w 81MDe1c "I 11 :,I SHEET 11) SHEEt i t ) Y (-1/r I I.-- M i s W Nln e t2 i " ac n v j ,; � MAIL. 1 MAX. ,.• f .; 1400D HEME!#__ �f:.. 1 ,'` .' �. 1/2 ,. - ____..—.__...____-.. IXtsT1NGG�Jt �'�7 I - �_ _.___- _.---- I .REQUIRED I _ 1 4'I- ears i GLASS-1 1 VIM ANCHORS ­- i,A I I I 5E€ SCHEDL7lE CN , MBI1 . 1 I I ON f I 1 IS SHEET 11) _ 4 T�1+- I I aC7` I I -1 QASS, I SCM@ULe f ,/f•A�20e1' SCHEDULE I ON SHEET 3) _+ - bs- Gals W .I I L_ A ." ._ iIA, _ . _ =.-.T--„._ I i 'SPI,M7.6)r:- I ..-. [.....-..[B.CraAAAMEL, ..a. �~._...t (SEE SCHEDULE I .i-..i I r 1 _ EXLSR�I I Min. SEPARATION! TO GLASS. i ISEE SCHEIXkE ON SHEET 3) I I _.._--:.. - .:---- -AF ;.: .7 i -. `l I I ! r/4Y-xm,' .0 NAX �' e * PANEL LENGTH raL 1WdB. (SET 5CHEOULE M1Y.`M OWA ULO ON SHEET 3) I I r,.LALR9 _1.- ___- __ i - ON SHEET 3) i I i i 56% I -1 -01 GF -L ALAX' 1 OF `V i I 1 ,. ` MAX, '. 1 .. I - I yM I-..-1 I- j 0 12 1/2. O.C: I , .. t ._ _.-.__. _i- __..___i IL'' N4 ftNISH) EO IAY. I � 1/a,s-2 I' _I I ALLOWED I + r a ,.,.: Em1s -,,.,.,. y{ 1 �j� O 0 IJ4' O.C. __..._._.._. ,.__. _.L w „_.. _I ,., - ,,7,X6' WOOD 2`z4' WORD PLATE_,;:,.- 1 ( .,,-.... . _ _� DECK REQUIRED WOW ANCHORS `R .- � REOUTR£00 ANCHORS ....(SEE SCHEOULE ON (SEE SCIIEAOLE ON ,_. 3/4`--..-.. ', ',I SHEET 11) q-==---_.___...._. SHEET 1 9) _.__ . -­, I CEILING AND FLOOR. MOUNTING AL;jERWYE 3W SCALE 3/S.i' BUILD -OUT MOUNTING ALTERNATIVE 4W fAf SCALE 3/8-1' '00,l0,00"t ', .,rc T/ !%t /,A. -.. NTTTP FOR COMBINATION OF rEmNc: T. INSTALLATION ARE ONLY VALUD FOR MAX. AS.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING ,s,T AND PANEL LENGTHS P ( k i' _ : NO, 44167 - *- ' * - m •q STAT E OF '' '&_ FL.ORIDA BUILDING Omm TAlExcl ♦n- 24 CODE Non Nt'h V*ITIQ Hurriccne GAGE GALVANIZED STEEL STORM PANEL Zone F.O. DAAAN V COMBINED IN ANY WAY TO SUIT ANY OMB D AS PER SCHEDULES FR ME SHEET 3 INSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD 7'1. ,, .,, , I ,. ,, O _.:..--�--.. f...s..._ ar/rr/ma6 �l:.i�+�1.�.1 GLOBAL PROTECTION PRODUCTS. I.I.C. MEMBERS TO BE SOUTHERN PINE N. 2, W/ SPECIFIC D.55 OR EQUAL ." - �A1A. /ANAL E� � •Ii,l G G C INe. + .. 1CAMEL CATS; DENSITY OF - P3IY Ay11HN1f111)w4J - /, "� Pz �i£ Twr t>•a.TINo a ENa11L[Rtla cowANr "'t"..'.'-I yOj"ri°L, ,A'"»'F�-"'G "m'>s,A'�" .-..x — u 6cA TROT JiT0 WOUIN r„ PE FL- �� "as. (,"s n-asa6, FAA, ")WP_ 2 o,"NP, R ♦ m TFNP r a,rt 20-175 EaAWWa N. SWEET 7 a it .4­A N N r- U) N Ca 0 " U (L) L- � 0 O C '0) m 0 -0 - 0— Wi t^^ = N -0 U VJ O 0 -2 L O M 0-0LL O — — Ca ♦•,— 0 M > U) � i_ /�0y� L— I— -0 . = V J Q 0 E Z u �I LU 2 Q z Z Q ^J I - n-8 W r— V MI O L- CDL 0L U O 0- V / MI SHEET N0. SH 1.3 END CLOSURES DETAILS EQR IN'STALLA119N IN POURED CQN9RETE, CONCRETE BLOCK OR _WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL 1) SYSTEMS . ,`-_ l I I1. r ; +Qa. a .1 OR �....� V # 2'. 3', ,093' 37d6 H 14.. 1',IN 5` NAv+'1 1;7��y7I NlaOhtRED OOD FRAME NW83-T0 ALL01' IKNNT,. Ai,U1H �€ il..`A I ANGLE WITH f f+"p s i 31+ 1 TAPCON a 13 O.C. J - �t __ r., I. POURED CgINf34.7L WNCREiE', �4J'' �.. aLOCN OR 2 v+' WOOD FRAME ' POURED CONCRETE _I I I t/PP a 1 114' TAPCON..�R - i CDIDPETE BLOCK • AtfLHOl • lY` O.L: 2.. .21A' REpU1Rm ;. wdoD FRAME - ( OR® ',nhNMLF P+NEN.,_RmtMED 4-1- I Y .1 >...� \1�21/+- GAP 1,F_t 4 T I ✓ t `MILTP4AEX,`` - Je`I N AN0LOCfo'071 4"' .Ix 2'N99S'NA1E L.i3i 2' %OFVARIESs" -..2' x.5' .LOSS' nDNY,2" �r 5' Ma. $li L MISS. Mq.. I ALiNN- ANGLE OR cx`%131 ' H1S106'- SNEEi POURED C COMGRE7 Ma 0fA'EHETE, F_} W � M1i4. BENT POPE :BLOCX OR 2'x4'l�0 nUYAE - -I.. tflt?&:AIEfK .P REOtNRFl1 • cn­6D83 Nt OR1/2 -2-iCON,.AW4.. ANN.�T �/4 - - - - ---.s®..I M . CAP Ile . B041 _4' . 4' . ,072- 012' O.C. 3105-+114 OR BOBS -TB µLOP N/•14001w C.M. µum. ANCLE CASE A (_PLAN) CASE B (PLAN) CASE C tPLAN} CASED (PLAN) SCALE 1 4"-1' SCALE 1/4--i. SCALE i 4"g T+ SCALE I. $`=t" .. -_'J, _. I SDUD-SET OR CMX-IN F_ OR O-CO NDLIAVE 1 FOLIOED CONClff1Ea._ iidil AT , iSWE ID Amo EE OR PAMEtAb ate, t5X ?' CPOURED ComeONCRETE 9.00KR Ht-- VARIES I -- _-�f��Q:!1 ��J '�.•J OR 2%4' WOOD ��OTOPDOIC IT,SCNEaJtE ON SF1E£IS B. r (OVERIAPPBEYOND 2`.4' !20O FRAME . S AImL`{ V & ® FRAME fiFnUnED _. AS MRLK`AFYE tO t ti) OPENING YWM) . POURED CONCRETE. CGWRONE RmttIMD %`',, I���"� •-+ t\�,.!!, �`"� S�. -..': . 2•.4' WOOD FPALE -. BLOCK ,, IA11'-, O 1 :It 1/4' LNA ,1� TALL. ,wN a~.sw-�. �,\.... ` i I / " -._01 w/ asvCNORED FRaNt ' VARIES ``""'' V"' rti,, I � �1 w- 5' m' I WALL I. CUT ENDPAREL)� X . 110 DISTANCE .1 ^ -,) I-_7RAC'K \ J ��-�,1 1�li \� M� e,. - . , . _ ••• SCALE ,/4"m1' NUT.I` ac ". OUNS"," 41 fy VIVO FOR DIRECT MOUNT INSTALLATION ONLY & • e, = CERTIFIED PANEL INSTALLATION AT WALLS W/ No, 4416T '; Z SURFACE LEVEL VARIATIONS WITHIN 3/e s : * : w 'r FLORIDA BUILDING CODE Nan High V.10CRy HUrflcone Zone 4 CAS E P Ni CASE F (PLANT 1 . OF wqrg .202W TILTEM we 24 GAGE GALVANIZED STEEL STORM PANEL '9 ASTATE SCALE 1/4--i' SCALE 1/4-.1- `'s,Ot. ^'•., 40 R I0I"..••; U, DRAMM_ -.LINT. \ 11. EC O GLOBAL PROTECTION PRODUCTS, LLC. °' tF4d- IMF NN tflk{NLf 'Y.d'11fJ N6EM 7r+O R ©i0I 1f0 COMPANY MA C Bt 51114 " p, 'R t..W QN.Wr 0. AIM OW#. FL 31T14 `/,.D-175 ( { OAR M wh _ PHUNF (I"..+)BI-75M, FAN: (96QaRf^E7P7 YCA-DOo6'71B -. w - WINNING N-h .m P,E SEAyhWUT11RElDATE N.Pns m..ff W4TFR h .1 P.E EN On 6 DF t. am 441 ' MAXIMUM A.S.D. DESIGN PRESSURE MING (g�f.) AMU WR ER SPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR MEM PANEL t'1 i INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1QINSTAL(AT10NS AS PER ALTERNATIVES TW THRU 4W, ON SHEETS 6 & 7) MAX, AS.O, MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7 APPLICABLE MAXHMUu DESIGN TF3LENGTH � PANEL PRESSUR RATING E TAPCON LASS SCREW PANELMATE PANELMATE C CDA rT WOOD susHo -V (P.-J.) FEMALE t4 PLUS OF THEM (HJ 13- 13" 13` 13' 13` tw (TOP) 13' 1 3 iw 1S' tr r (BOf/OM) 1 - 1 6 I/ E" W QP 61 Y 61 2` 0 6 /2` iT ) / ! %2 / 1 4` Ile 1 4' 2w 5'-IV 0 12 2 b - OR a. ,_ '. 6" _ __ a' . - (TOP) _ LESS _ " aw 13- 13, 13' 13` is, GOP)is, (TOP) 446-45 - w (BOTTOM) 1 ` Y OM OR t3" 13' 13` 3 3 (BO w it 13' 13' 8 IleW (w)LESS 13' 13, 13' 11.b" IW (80nDM) 1 - b 1 1/2' OP 6 7 6 Ile a 2 2 6 /2 ! a Ile 12 Ile 6 Ile (FpTT,') �5 - 4 I/e 4`P- 6 Ile 81/2" (FOP) i4'-e 4 1/2' 4 1/2" ,- T' - 3W (BOTTOM) to I/a' 9 1/2" ­__r- 12' -�12" 4' 431 (TOP) 13' 13` . 13, T . 13" a 1/2' ,w (BOTTOM) • SEE TABLE #1 FOR MAX, A.S.D. DESIGN LOADS R MA)C PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 MAX. A5,01 DESIGN RAIDNOPRESSJR (P..,F.) • SEE TABLE #1 FOR MAX, A.S.D. DESIGN LOADS R MA)C PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 MAX. A5,01 DESIGN RAIDNOPRESSJR (P..,F.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHMIS 6 @ 7 APPLICABLE TERgN COAIBt4t� OF TRW l 01MUM PANEL LENGTH (I) TAPCON LAG SCREW - - PANELMNTE FEMALE t0 PANELMATE PLUS WwO BUSHWO 13" 1r 13" 13' 13- fw (10P) 1 3 t 3 t r 1 3 B• w {WT10Y ) a 1/2' /2 a52' f 61 ' f 2 fit - n a1 " r 2 0 o 6 1/4" 12 1/2' 6 1/4"-.. 2W (90'iT,. 51-W `- _ _ - 7 1- a' 8 - -a• - 3YN aDTRRd) _ 1313" 13• - 13• 13` 13^ 13" W (Tap) W (TUp)13' +4s -4a TO +75. -73 3` 13' 3 " �1 - 3 4w 9OT1oN BOTION�T ( ) 13 tr 13` 13, To' iW (TOP) tr 13' tr tr 6 1 4 f (BOn iw O4 a Ile• 6 1/2' 5 Ile 6 Ile 6 Ile „ ) - - 6 if4" 12 1/2' 6 Ile 2W (WIT.") a5%-0' 4 T/2" I 5" a Ile 7 1/2- I - 3W (w) 7'-5' 5" 1 5 Ile 8" 8"I - 3w (6=04 13" 12" 13` 1 13' 1 5 1/2' 4W (TOP) Ir 1 Ir 13` I 13` 1 10 4W (EDFIGA) --SEE TABLE f 1 FOR MAX. A.S.D. DESIGN LOADS $ MAX. PANEL LENGTHS WHEN SPACER 0 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 ML l.L a AS.O, DESIGN LOAD MNUM LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6`-2" ->50 PSF TO 60 PSF 5'-10, A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ SFIUrYiQ..1/2' O.C. INSTALLATLON DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CQNCRREJE OR CONCRETE BLOCK STRUCTURES t/4.6 TAPCON_ _„_„ EXISTING POURED 1/4-0 TAPCON- i, ,_}XISTMG POl7RE0 ANCHOR O 9' O.G. _ CONCRETE OR ANCHOR O 0` B.C. CONCRETE OR WA,24 CONCRETE BLOCK y,J>s. CONCRETE OLDCK i• W, I •L' kf4 PANEL LENGTH (SET ELEVATION ON SHEET 12) W2 f/itl,' i E d € EXiS11NC POURED OULOCK " -, t ' _ flr^h} CONCRETE 1, ..'Tr /. % I V° REOVIED. ,r 1 tx t/x' oc X ff 1 -_..__.__. i..--; f ,- IMMIRS ANCHOR a 12 If2" O.C. $ SEE SHEETS 15 k IS FOR ANCHORS lVn t SPAYING FOR PSIALLATONS NTO MOOD FRAME I31IIX311" MM8M1M AMC" SPAGIDS MO MINMIUM EDGE DISTANCE ARE 01OCAIED ON THIS SCHEDULL TOR E.D. LESS TRW RDX'ATED ON SCHEDULE R(7IM ANCOR SPACING W MWIIPLYIIO SPAEWo SHOWN ON SCHEDULE W THE FOLWWWO FACTORS. FOR THIS OPERATION TO BE POSSVXL REDUM SPACI6 OBTAINED USING FACTORSIWl NOT BE LESS THAN WAMUMSPNIINO WICATiD FOR E404 ANCHOR � TYPE ON Tom r ANCHOR m „1/a. a IAPCN _ 7 4i, . WMAKIA ANUIN $PAC Q D.3 3 3 .b rIBNwP4ma Ud 3 3 .snaNA a..a o..w r,w aU 3 3 In AOIYi was aealc[ OLN HICNR _ , ,/s __ _. . "m- _.. _- 21j2' oat -_ EX15tWC P'OU £ ic4 CONCRETE OR CONCRETE BLOCK fiEOtRR®. T 4'. 1 ANELMATE; A icHOR (sEVQt.D) WALL AiOUNT1NGS SCALE 3fa-f' i 1 I I I 11."EA�-2a1' -'Ss IIo1.13 w. _ , '.; 1 t I i Iv MAx 8' PANT LENGTH 1- -I (SIDE SHEET TION t 2j r- I In $tA n a: N: (VAUD ONLY FOR PANELI�1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 do 5) MAX. As,o, DESIGN MAX4AUM ANCHORS SPACING FOR MIN EO. PER SCHEDULE BELOW z tAAU4UM PANEE I.EN9TH '•L•RATING ' (It) MAX, A.S.D. CE9GN PRESING (p...f) MAXEMIU M ANCHORS SPACING FOR #4I7 ED. PER SCHEDULE BELOW * -.. APPLICABLE SECTIOW k PAJ EtHPRESSURE LENGTHHATING .L.(PAIL#.} (N.) TAPGON SOJD-SETZ4rtC-•NAIUN - PANELMATE ID PAN PLANS' TE _ CNSC tN 7AFCON SfiilO-S€T PANEI,MAIIE PANt PL -'a iMAIO-N7dUN CAlJt-iN % t0 To% R NxX+w.TE . % 10 Lullm�Yk'tE 1oO7?a in OF itwyM COWPAAYlON t 45 LASS 1r 13' 13• Ir is' 13` it A' Ir 13" 15" 13' 1 {TOP) 6'-a tN[ LESS 45 To +6l, -e5 1r 13, 12r 13, Ir 13• Ir tr Ir Ir 1 I/2 T crop) OR !OR LESS 13' 13' 13' 13' 13" 13' 13' 13- it 13" 13' 13' 1 (BOTTOM} 13, 13, it 13` Ir 13, 13, 13" 13' I3" 11 1/2 I (BOFTOM) 13' L3 tI tr 13- is- 1r tr 13' I3` it tr 2 (TOP) 13` 13' it Ir is' 13' 13, 1r Ir ,3' it 1f2 2 (TiX2) fr 1 ' 3 1 S' 1 r lr 13• 13- td' 3 t" 3 7r Ir 2 BOrtOM ( ) 13• tr tr i r i' 3 t3' 1' 3 f r tr 131112 1 21 (BOTTOM) tr i3' 13` i ' 3 13" tr t ' 3 i ' 3 13" 1 3 1 • 3 l3 " 3 (,OP) 13' i 3' I3" 13' E3' 13' it i3" 13` tr tr 2 I / 3 (TO•' } 1 1 't2 /2 1 2 f 6 7 4` 6 t 4' 1 1 2 Y ! 1 1 z 2 6 1 4` B t A^ 3 (BOTTOM) 12 T 2 ! t 12'87 2 / 4' 61+ " l 1 212'12I / / 2 - - b 1 / 4" 0 1 4' / S (80TiWN) I!" r B' 0' e` B' e• r Ir 8- a' 7 1f2' 4 (TOP) a` 5 112- 8' 8" 8' 8 If2" 8" 7 I/2' 6' Ii' 8' !' A Mo) 8. - B. B. _ r - er- �- B• _ (BOTTOM) B. _ a' a' 8' - a" _ a, .._-�. 4 (BOft'OM).. T3" 13' t3" tr 13` _ 73` 13' 13- tr 23' 15" 13` Cn3P) - '�.: 13'- i " 3- ...-' t3" v " 3 ..-,,.,_ 1 ' a tr 13` IJ" tr 13 1 f 2 _ / 5 (TOP} 13, 1Y 13` 12r 7r 1r TS' 13` 93` 13" _ Sr 13" (00110m)' ` I t3' 73° 13" - i3' 73` "tr Y3" 13"- 13" tr 11 1/2 5 (@DTrOAO it 13, 13` 13• it 13` 13' Ir 1r 13" 13- 13' 8 (TOP) ^ Ir it 13' 13, Ir 13' 13' 13" it IS- 11 t/2 a (SOP) - - 8 1/4' 6 1/4` 6 Ile 6 1/4' - - 6 Ile 6 ife 6 013t7.•") - 6 Ile S Ile 6 1f4' r Ile - - - 6 1/4' 8 1/4' 6 G1011 y} it 5" Ir id 1/2 ur 7' 13, 7" 7 1/2 5 1/2 13- 4 Ili 1 ATOP) >5 -B . 7O 5C-1v ID' a' tr 13- Ir B ill" Ir a 1/2- 9 1/2r, 6 1/2' 13' 5 t/2' 1 Crop) >3-B' TO W-61 137 r Ir 13" 13' 9 1/2 Ir 9 I12 10 If2 7 I12 13` 6' 1 (BOTTOM) it 7 1/2-. 13- 13• 13" 10' - -tr 10" 11' a' 13" 6 1/r 1 (BOTTOMS. 13" a` le 10 If2 13` 7- 1r r 17 1/2 8 1/2 13' 4 1/2' 2 {tOP) 13" 6- f Ir it Ir a 1/2'- Tr a 1/2" 9 Ile a Ile 13, S 1/2, 12 (Top) Tr 7' 13, 13, Ir 9 1/2 1r 9 1/2 10 1/2 7 1/2 13' ' 0 1/2' 2 (BOTTOM) 13` 7 1/a 13' 13` 13" TO- 13- To' tt' 8` 13- 8 1/2-12 (BTTTOMI 13" 7' it 13` 1r 0 1/2 1r 9 Ili 10 1/2 7 1/2 Tr 8 1/K 3 (FOP) 13' 7 IlY Ir 1r 13, ,,, ID. ,a. 11• : a' /r B 1/2' 3 .- -. - 12 If2 12 tf a If4' 11 I74" 1a If2"'$ if4".. - - 8 1lA' 6 If4". 3.{COTTON) -. _ 2tf2'.2 1/2 !-Ile 6 If4` 12 i/2'1.2 1/2 _ - 8 1 4" 6 1/4 3 (OCdPfflA1) r r a- S 1f2":. r 3 Ile 8' 4' 4 1/2" 3' 5 1/2' 3' (TOP) 1 1/2' 3` 8. B. 1. a 8. e 4 1/2'. 3 1/2- 5 1/2` 3" 4,(TOP) 8" - 9" - 8' - 5" -. 5. iJ2" - - 7 1/2' _' 4 (BOTTOM) e' - w-" B•. -.. e" - a Ile - 7 Ile - 4 TROITOM) Tr 7' 13• 13, : ;W 0 1/2" 13- 9 Ile 10 1/2 7 1/e 13' 8' 5 (TOP) 13" 8 Ile 13' 13' Win" 9r 10' IL' 6' 13, 6 1/2" 5 (TOP) r 7" is' 13` 13` 0 Ile 13' 9 If2` 0 1/2 7 1/Y 13' 8 If2 9 (HmiDN) 1r a Ile it 13, 13" to' Ir 10' ,w tr 0 Ile 5 (BOTTOM) 13' S' 1r 101- 13, r 13" Y 7 1/1, 5 lf2' lr )+ 1/2" fi (TOP) 13` C 53' 13' 1 11- 8 1/2- 13' a Sf2" 9 1/2' 6 If2' 1J' 8 1/2. 6 STOP) - - 6 7/4' 8 1/4' 8 Ile 6 if4` - - - 6 ifi' 8 1/4` 6 (BOTT--) - I - 8 114' 6 1/4' 6 /4- a 1 4' - - - - 6 If4" A i/4' SEBID: $"W 11 FOR ANCHORS 714E E SPACING FOR 0WALiATIONS Win `WOOD FRAME 9U11JDNGR -- - 6 w2e, ANCHOR SPACINGS AND MINIMUMEDGE DISTANCE ARE INDICATED ON THIS SCHEOULE R ED. LESS THAW NOH'ATO ON SCHEDUIE REDUCE ANNCIM SPACNG BY WKTWL'IONO SPICING Si MN ON SCHEOIE W YHE MLOVNNO FACTORS. FOR THIS OPERATION 10 BE POSSIBLE, REDUCED SPACING OSUJIYEDTOR USM FACSHLL NOT 8E LEIS THIN MIN.W4 SPACING WWATED FOR EACH ANISM TYPE ON TITS SCHEDULE - ANCHOR 1Ym 1/4'4 110. 1/4•w I/e. Ile. 1/4_. UPGVN .DID-4RT - m PNNBIIVE 2AMM-N4MN oANf-M MINIMUM ANCHOR SPACING (M.) 3 3 J a 1 2 1n' 2 In 4BIAAtIR.EPS[ LIED 3 3 1n' 3' 3 3 tn' 3 11L3rANtE WOTI rDLw 3 3 tn" 3 In- 3 In 1 3 in' 4 RCRLY. EDGE am*". FACTOR t 1/2 0.3E I _ I _- _ _ 3- .11 V_______f__-t�.T Hsu - - atl3- - _ 3 tn' .. _.... - 111D 1DC__ +" SPACINGS ONLY VAUD WHEN $PACER®IS USED. SEE VILE L1 FOR MAX. AS,D. DESIGN LOADS d MAX. PANEL LENGTHS WHEN SPACER � NS U5EO. 7dU.L] A _ AS.D. DESIGN LOAD MAXIMUM LENM 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS W/ $DUO SET ANCHORS k W/ i SPACER AT 12. 1/2' O,C. ,..__. .___.__._.,_.,..,_...,.--__,_.,._.,,,.:. ....-,-,._.-_ANCHORS (SEE sECT10NS & AL119wrim ON SHEETS 13, 14, is ws)----..._-.-__ . ! 3" MAX, R-1A/13, R-2A/13, R-3A/14, R-18/13, R-2B/13, R-38/14, 3` I D.W(j). r R-LAW/15, R-2AW/15, R-3AW/16, R-19W/15. R-28IA'/15. 9-38W/16. P�,, _- _ ___________4 �� -- r-------- ­­­­ --- - � 'r I-= O0T til 6 0 © O Q O ____ ` 1 __-1 'c--- -- I _ E __ _ __, j ,)_.�,...,.-_� I I ( _�___--I, II_ i f I I I I . I {I ! � I 1 I1 jk , I I f `:i I- L/2 j 1/4'r-20xi"'sS. @OLTS W� �. i i Y' { MAK I (USE FOR 1. LEN161H ! 1 ! PANEL LENGTH if , REGULAR STORM PAID. } j REGULAR STORM PANEL I i I W-W O 140A• -40.0 p. f- I I L W OVERLAP MD PANEL LENGTH BOLT) I t , I "o- I. 1 ''" I LIP STORM PAhiEL - i ! ! t I I T-a" O +6P.0. -a4.0 p.6.F 1 I I i E SAFETY I t i - ID PANEL SOL- d WERU,P M LENGTH 1 1 i (W/O Tp r F "' vl;__ I A I I j 1 1 A USE 2'-8' AMA. PANEL LENGTH ; ,. ,;;' ( ...,. 1/4 @-FQ.i' , _ �I ,, :. . _ _ { _ _ _ _ _ _ _- AT ALL MOUNTRN65 ,-- : S,S, BOLTS w ^ 1 �_- [ . . at EA 1. w I i' ­­ ____ � ) . ..i _ -_- - _ I _ - _ _ __ r - t . IrL/2 x 4 r; __ _ _ y_ �, m� I__ __i __.._,... .__...,_,. ....p .._.._ _ ._ .I 1. . I Y - I -r - - �. J _ I . _ 72�Nt'7�:C7$ RF STUD I I . _ ,., -_...I �A e [LOCATION 0 LIFE SAFETY I Q,! ; i= PANEL @OOTTOM CORNERS I 0Y i l DIM., (1) � �` _ E _._ -------� , __. _ I . --•OtERLfP- OVE%!P-' n OT V' WING NUT AT i WING NUT AT . 1-j� M. LEFT PAWL F- -RM,W PANEL 3 M�Vtt .1 INSTALLATIONS ONLY VALID FOR WINO I I' MIN. R-TA/13. R-2A/13, R-3A/IC R-16/13 R 2B/13 R 3B/14, 1 MIN+, SPEED UP TO 77O mp.h, R-SAW%15. R-2AW/15. R-3AW/16. R-19W/15, R-2BW/15 R 38W/16. �_.---- ,_-..�..,.-_....�._ ,__..._,.... _ ..-_w..._AMCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13, 14, 15 N163---._.,.....,_-_._ ,..,_--_.-._„._.-...,_..... __--i Mo, GAp LIFE SAFETY STORM PANEL ELEVATION (t) ;I 1 SCALE 1/4"-1' (j)2.687' D REGULAR M pgNEt (MRp C71�ETffiAF -1 MD E VA.Lv) STORM PANEL �.. .,. _... "'00NNMAI MAX. GM�____-__L,-`__\ s+irL _:_,--_______,__�-----___ - _-:-____ _--= --! __z___� * --4.2 - ____ �` LIFE SAFEfl PANEL :'6 `air a FLORIDA BUILDING CODE Nan High Veloofty Nu cone Zone) 92amm ..4!10A s4' wmoTlEm .M 24 GAGE GALVANIZED STEEL STORM PANEL 'W, fDAMIN r ••.FN ��-.. 1� - tec GLOBAL PROTECTION PRODUCTS, LLC. °Tf'xam, SECTION A -Ai T84 T r ANY 4MOO..W. 51 STREET SCALE 1/4"-1" /( ON 7 373N N20-175 f Mw , f3mi p,-,90 .�, Sal to -ant UKE: {Mr+U1�VAL FFL L FAX: . hB4�D.-.7Ct ,.ei...i9 4mt Mar AAA ORAI'm N. P.E. SEALfgOomm/omi: pKTp1 gp1 - fM SHM 12 of 10 INSTALLATION QE,TAILS FQ$ UEE SAFETY PANEL I INTO WOOD STRUCTURES = t I; j �'� Ii - I� I t' - " WOpp HEADER �- , I , yyYYpp D .- HEM ,' h H "'R£a�JIRED -�� kENX1RE6 ,- ,��- 1 "` f, OU+Rfb _ .,"F 1� 1fED I 4 ii 4 9 f4'r 7M(DN1 /' I , 7/4'. TApCON . t fA'0 TAPOON - i d 1 4'. TAP CON 1 + '.AMcHon a r O.C. , yN ` } �dNOR a 4' O.C. 5t % t I ,, 'Ai)GHOR a $' 4.C. `i k A'�1OHdR a G` O',C. :!. f. I j J § p4 i J - .F,�'� ; t/2" 1 1/4•Y �f" 1/4. :_ / t _ ; 1/4' " : i �1 ,!2• i/4' / Mw c I i ° j MAIL. { / i• t M.v _.__� TI - I, i 3 Wx 1 J2 t l 1 1 /2'` i 1 -�.,i ,2 I 12. i I M' rr AUn. 1 I t Mht. 11 t MiM1 V� `i6 r t 1 I i .F . ..,.. I i rl , : i f a I I 1�4�"a/aa I° 11 Ili kNN1' i iL-3gr1" TT'' if4 EKISR ,�, I__.- BOLiBM -.::-_,,A - '- - _,.. W ,._,$ r _ 1Jat 1" ;_ n .__, -,.: y9^�,�_:: R'S3.iAWt36otS a•. I B CLASS d bA Eil#S1iNG r v G1A54 .,., - - '"�_L, . , A7 6N O4RJAA4-W :, FJf651 G- �__ -_ - -,,A -;•'" L-p MGM, RNaL 1 CUS4 OLbs5 ar .. _. .._ 11 -/: .E. i „ .<: _ A .,�., 1 - 0aN r0R PRa �"-4f ' 1 MAX Q LdxNIN G,m T n i inCAI IA4R T-67 a .. T MAX. I PANEL ! 8 -- LENGTH 11 1__ �.-__� _ r__ H' PAIL LifIS10N -- ., - _ 6 I vLENGTH A�^R-_" i (`.E ELEVATION Cox. SEE ELEVArt1N1 M I A i ,( i4VF. .i¢ II _�®_ PANEL LENGH I T _ _ I ON SHEET 12) --_ - =- (BEE ELEVATION 9 i j LM4 shm 12) .._.__�.� i(SEE ELEVATION k ._ �.,.__ .- I : M-- _-• - .__ T -- 9 ._F k R--_ _...__�._ r-_ ON SHEET 12 � ) - ..,-_ �'. ; 1 T } k 1- _-.._ if II�SEPARATfSk1---- 1 - ON SHEEP 12) h-•-----f�s;XTO�N- r n 10 BLISS. ..y _..,,..ft1v j 11 Na_-_ '" _� __ .. _. I 1 M +, i ,! "- I J C p_____SEPARAT(ON>--- 1 r It TO GLASS. 1 Lj D ., R TO CUSS, I 6 t N k 2 1 TO GLASS, , i - _ 6" .., � 1._ ; �' : r, . 14 ifCi ,; 3"" t . t2 ,/r . i -,, _ , 1 9 .: 1 1 n ___,�1_._,.w_7 FA. �-„. I. - - , ' h I E0 I 1 ., j JL_OB I 1 _ 1 1::� `s lux i•Ms tq ' .. _ __.__._._-1 ;v. �` _ 1__ i - �F` \i '- -'-_. _-_ i__3 CIO. .�`1. \ i Dt15 w -- f j tt j __00 1 Y iI i. N .. F� . 121 a GQ - - _ /. .. 1/4l- P 1.1j f .... 2`x4' D -39.. left�F3}o MS - I - 1 _'"_' i i, ew`1s xW,cg : �11 °aJ PutE 14`;1 .1j 7I , 1i, i1 ii r 1 1 On x ,I ; I i 1 4' T I a's 7. w 1; 1 4.6 7 '... ! i? ;i SFgUWEQ - ,L f .-✓ f APCON i } ..TALL. _ t APLI] =. , t APCAN 2'a4" wOQB i =I T OQ PU:tE .," . ,, I r1 � AACINOR 9 9. O:C. i ' ANCHOR a 9' O.C. .. 9 a 4' 14' TAPCON t I 'X O 1aTA: EO W - SniO , r I R.EOli6RE0 scL _ ei s,AODE[tED Wf S1U GOER. / ,'-:1 , 'y , 1- I 1 { i . ANCHOR a 9" D.C. tTr ` .I f I �.�g • <° WOOD Lx4" WOOD x'. °`i.g}(T ;,1 I\- ���,2 IPLATE PLA My' "�.:,s..._-... i REOUIREQ `, �.�-.�,• -. �_ -- RECOPIED ._.. _.. ,.. ___'. .' i1 ALTERNATIVE R-1AW ALTERNATIVE R-LBW TRR lye_ R-1A REGULl PANELS O F eYFETY P NFL R GULXR PAN - LIFE SAFETY PAN WALL MOUNTINGS I NaNNIM, INAI.I. i)!QlIINiIm SCALE 3/8-1" �. A. T�) NlH._ SCALE 3/8-1" "'. yA' GENE FLORIOA BUILDING CODE (Non Nigh Volociffty HUrricons Zone NOTIES: • t. INSTALUTiQN ARE ONLY VALID FOR A.S.D, DESIGN - : . 4416T S i nnE�, 24 GAGE GALVANIZED STEEL STORM PANEL 4RA.rN Br PRESSURE RATINGS (p.s.l) AND PANEL I.ViGTNS AS = *; * ._,<"""�*,.z-gam . �'' �F�.M. - 6tfE7/2mG PER ELEVATION ON SHEET 12. s STATE bi"-'�-S•"-'"�.._- - TIL L E C 0 ime• �� PROTECTION PRODUCTS, LLC. Ovc 2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD iI%. 1 "' a EM COMPANY 41w BW. 51 STREET S © RSD •..' 'M,S+'LJ3w, A •.. R r4Nr. vNsw.A 1331E WAltF. st 3]]i, �.2.- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC y F O ,- ; p„y o, ,� , N4I•7 mt-,nI P.0'm t.5N111/M-7s,6, FAX (.uA8Qw 1 175•.-...._ ....DENSITY OF D.55 4R EQUAL '41'i S, *r +"'". raw 1n..NAAW .r r.M:.rMxOR41AHp1N.:.CHIN 0001 4 11 t6t,,,,,,aE TMLtEN A dr.A PE. n4 r.-Yu 91 y IS ac 1/ MAIM &D, DES19tJ f! SURE RATING ta.&Q A 0 ORRE3EMING MAXIMUM ANCHOR PACINg (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 do 5) DESK.IN,D PRESSURE RATING (p,..1.) ANAKaNWA ANCHORS spNM1SNG FOR MIN EA. PER SC"kEOUIE BELQYI To =nONS & PANELSSA.... M MAXIMUM LENGTH L (1k,) WAX, ,__ PRESSURE-' RATING #.. {p,.,) MAXIMUM ANCHORS $PALING FOR INN E:O, PER SCHEDULE BELOW ToI tXW M4nN,EL LERM L` 'FL. { ) TAPOOA SdUD�-SET ID PAWLMAITEZ%W-NAB.IN' PLUS CALK-aI TAPCON SOIL -SET FEMALE I FANELMA� ZAAAi-NARW CALK-4N . DWIE.LiE -- Sri LYRNOROE % 16 LrYO[iH I91Gffi1E to OWNvplE O1' THEM To % TO 10 COIA7QS in m4xRt[ CIEgE to >+r5. -65 TO +75, -75 Tr 91` 13' 13' S3' 13" tr Ir 13` 12' 13' tO' 1 0'-6" DR LEM +7SQ-75 +119,-18 13" 5' tr 10 t /2 i3` 61 /2 it 612`71 / f2 f 5 /2 i r 412' f 1 61-01 OR R � 13' I 1t• 13' 13' 13' it Tr 1r Ir le 137 10` 1 (Bcarrot 13. 6 1/2' tr it Ir 9' is' S. 70• 7 1/2' 13• Y i (BOTTOM) 13' i}' T3^ 73' 13' tr /3` 1r t ' 3 t 2" 13' ]O ' 2 QP P ) 7 ' 3 5' tr ldi I2 1 S 81 / a 73 612' / 71 T•! / 1 ' /2 1' 3 4 1 Y2 ! (TOP) 13' if' 13' 13' 73' tr 73' tr k3' it" 73' 10' 2 (COTTON) tr T 13` iS' Vr 9 t /2 tr 9 i 2' / 10 ' i/2 7 1 2' / /3' 8 Ile / 2 BOTTOM (BOTTOM) i3' > ti" 1' 3 i' 3 1r /' -5 13' 13' 1 r i' 2 t 3 10 ' 3 (TOP) 1 ' 3 7' t 3 i ' 3 1 ' 3 9 t 1' / 33 n _ 12'107 / /7 77 2' / 13' 6' 3 (TOP) _ 12 1/2'92 112. 0 tfi' a t/4` 12 t/2'F2 T/2 - - 5 1/4' b 1/i 3 (BOF[CWN) _ 2 1 /2 2 1 ' f2 8 1 J a' 8 1 J €• i t 2" ? / 6 Ile % - - b 1A• / B 9 / a'3 M (BOTTOM) ( ) r' S` 8' a" 6' 0' 6 i e 7` 5" 8" 4 T/2- 4 (TOP) .. Y r .__ a' S 'I.. ,.._- 7' -' 3 7/2' -____. 9- ._.,. €" ,_._..: 4 1/2- 3' .-- 8 Off .� 2 Ile 4 (TOP) e a e" - - -w a a° _.? e B' - -, a-, a - (BOTTOM) a' __ - a.,.i7; _ f2 - a'- - e' - 5 1 Y ! - x' - 4 BO1 O # ) 1' 3 1 1' � f." 13` 1 3 i' 3 13' t 3 13' 1 ' 2 13" I' 0 " 8 ( 13` 1 f2 t3 13" 13' 9' Ir 9 70" f 13 5 { ) 13' 11" _3 13' T3` Tr 73' 73' lr 13° I2" 13' 70' (69TIONM) 13' 7" 13' 13' tr 9 1fY 93_�{3,9 ]f2" f0 -Ar 7 1/Y 8" S (BOTr4) 13' 1Y IS' 13' TS' i3' 13" 13' it 72' 13' 10' 6 (EST+) 13' 5' 13' 10 T!T 13' 6 If2' 13 {6 1/?` 7 If2' S 1jT" I 13` 4 1/2' 6 j`O _ - 6 1/4" 6 1/4. 6 1/4'j8 1/<" - - - _ B if4' a i/4' $ (60TT.•") - - a ife 6 1/4. 6 1/4- 6 1/4' 6 1/4' 8 1/4' - - 6 if4` 6 1/4' a (BUTT t3" "7 1 f2` tr 1J' 13' 111` tr 10' 11' i e' tr 0 T 2-, / (FOp} To W-0' iJ' 3` 13' 101/2`- 1r b 1 /2` 13'.. 6 1 2• / 7 1 /2' 5 1 /2' 13' 4 tJ2' t {SDP) TO 7"-6 13, 1 Ifs' tr 13, is' �10 1/2 13, 10 Ile 11 If2 a' 1r 7' 1 (BOTTOM) 13" 6 1/2' 13' 13" Ir 9• tr 9` In, 7 1/2' 73' 6' 1 (BOTTOM) Ir 7 T/2' Sr 13" 13' IQ" 13'.. In- 11-. 6- 1r 8 t,12" 2 (TOP) t3• 5` 13' id 1/2 13' 5 1/2' Ir 5 1/2' 7 1/2' 5 Ile I 4 7/2. 2 (TOP) it 7 Ile 13" 13" 137 e10 Ile 13' 10 1/2 t /_T' I' 13` 1 1T (L'49TtGM) it 7' 13' 13- 13' 4 1/2• 13' 9 1/2' 10 1/2" 7 T/2' J3' 0 1/2" 2 (BOTTOM) 13, 7 Ile 13' Ir 13` ID Ile 13' 10 1/2"1I If2" a' 13' r 3 (TOP) I3' 7' 13` 13" tr 1 9 f2 93' t 4 /2 O ti "7 t /2 Ile is- a' 3 {OOP) - - . 2 1/2.12 Ile 6 1/4' 6 I/4" 2 Ile 6 i/€' - - 8 174" 6 1f4" 3 (661TOM): - - 12 1/2 12 1/2 8. 1/4 6 114 t2 1/2 6 t/4 - -. - 6 I/a 6 1/4 3 (BOTTOM) 7 ,/v iJr W 8' 7 Ile 4` B- 4 i/2- a" 3 Ile 7• r 4 (11}Pi 7" 3' a' 3 lf2" 7' 3 1/T fi' 4' s IfY 3' 8 IJ2' 2 Ile 4 (TOP) 8' 6" 8" a' a' s" •.•-".•. 4 (BOTTOM) 6" 6 I fe - a' - - IF - 5 1/2' - r - 4 (BUt10M). r 7 TJ2 3' 13' 3` iD tf2 13- 90 iJ2 ti 1/2 8' 13` 7 6 (%P) 3` B 1/2' 13" t 3 9" tr 8' IW 7 1/2- 13" 6' 5 (TOP) 1r 1 •f2'. 13' 13` _ 13' 0 1/2' 13 10 1/2 t 1/2' 8- I3" r 5 (BOTTOM) 13' 7- 13' 13" 13• 9 1/2" 13' 19 1J2' t0 1r 7 If2` 73' 13' t3` tb 7/2 13" 10 1/2 It 1/2 8' it 7` a (TGIF} i3` !` it 13` 6 i/2' 13` 6 7/E' 7 t/2' 3 //E` i3' 4 1/?` (TOP) - I - 6 I/4' 6 1 4` a 9f4'16 1/4' - . 6 (&ITT.") - - 6 1/4` B 1l4' 6 1/40 a 1/4' - - - - $ 1/4`I6 1 4' 8 (eotr.») BEE SNEE3 11 FOR A HORS TYPE r SPACMu FUR N6TA TOM MO "Go PRM�IE�mn�. • MINMLM GS ANCHOR 9PACIAID M04WWf CODE OESTANCE ARE RDICATED ON THO XAL CM t.M LESS TOWN itD"11`0 ON SOWNU PDX= AMUCK. SPACwD By MULTTPLV G SPAL' RS "1K" OH SCNEb= W INS FO LOA NO ACTORS, FOR THIS OPIAAiION 10 BE Pr)9SIOLE. REDUCED SPACING 087NNW usm mam SH AU NOT BE LESS THAN MNINIM sww WOWED FOR EACH ANCHOR 114E oN INS SCYIONRE •/4'. 1/4•. 1/f'. 1/4`. T/4. I/e. ANQ4OR TYPE _-_ w4xm _ .wR1-ss.T ,- P`�t"� uwD-wN.l CNA-w MNISUM ANCHOR SPACING (I,.) 3 3 - 3 I 3 I 21!2' 2 ,/x WNWIUMEWA .. lMJ 3 3 Am r 3 a vie 3 NVOANOE QL0J 81701 3 31/Y' : 31/Y 37n Sift 4 ACTU•L am DAMN NIE E.O FACTOR W3_ . GLC _._.-_ 2 Vn DSt ____. _ �-%_'_-: _._ _.-. J___,-�.__ - 1-0.6E----3T/r __._ LIED s,.00.. -- -.6W v_ .. SPgt9NGS t#ax VALID WHEN SPACERiFtS USED, SEE #1 FOR MAX. A.S.D. T DES10N U3Mt 9NX, PANEL LENGTHS WHEN SPACER i5 USED. TA13LE it A AS,D. DESIGN LOAD MA10f4lAA PANEL.. LENGTH 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO BID PSF 5'-1O' A RUC. PANEL LENGTHS ARE ONIJY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2" O.C, INSTALLATION DMIL5 FOR LIFE CANT PANEL C1i INTO POURED .CONQREIE OR CONCRETE BLOCK STRUCTURES 1/4'r TAPCON� _ - EXISTING POURED ANCHOR O B' OC �----Dowli TE OR "kt'r•. REQUIRED. CONCRETE BL= 1/4Y TAPCOH___ EXISTING POURED ANCHOR a 9 O.C, i QONCREIE OR ,.. R�EQUIREO. NCRETE BIOCAS f ' 1/4'0 TAPCAN __, __Emsnw POURED AN04OR 0 0 D.C.GONCRM OR �' , ONCRETE REQUIRED. BLACK 7J4'I TAPCON.__ IDOSTRNC POURED ANCHWN O 9' O,C. _._.--GNw"RETE OR % -` C BLOCK - - ` 7W _� � U t , I c.0 ' I .,- i I r. I 11 ' 1 _N 7 1 q t' MSa, 1 -10 M'^-'S ARATKSN - i { EP 1 4'.- 9' 1 a'+u-2Aa1' xB. I..... AS G..W I -.: TQ GYr 6F. ! .-,.- -: W I i c._ _....=; l .. r I 6aE � 1 1 �7 yP tl 1 111 I .S n L I r 1 i` LED 1" MAX. I } 79jIg i PANE. lE)NGS}1 -. .. .._,- _... N'AHEL LENGTH ._._ ._�=_ .__-.I- (SEE ELEVATION I E. (SEE ELEVATION 1 MNn• ON SHEET 121 0 -. I -_ T -_- ON SHEET 12) SEPAHATMIN 1 - i I TO CLASS. I I,,, _- 1 B-_-- _ -T___ 1 12 4 .f>i 31_ _ f �,� ., , __ __... ( , ', 1/4 q1 TAPCON ' TAPOON tNCHOR a 9' O,C. }„�4'A I ANCHOR a 9' O.C, EXISfIN6 POURED CONCRETE OR EXISTING POURED CONCRETE OR -OONICdG1E BLOCK REQUIRED, SECIQ R-]A 0 R€GULAR PANELS BLOCK REQUIRED, � Jj N-$�� It EfSt E WALL MOUNTINGS SCALE 3/8-7" _,P•ANEL SEE $HEETS 18 k 16 FOR ANCHORS ACOTE l4 . & SPACING, FOR NSALATONS W70 TMOHwM AME:OR WXMWM ANCHOR SPACINGS AND uINAANw1BM Mo" .NCN(h) 3 4 'C.nq.M CCM,.} �-�) ,, O.eta.M+w-^^�}' 3 WOE FA61AR'CE ARE INOICAIED ON T.IS SCHEDULE.. POR LO, LESS 7"AM INDICATED ON SCHEDULE REDUCE ANCHDR SPACING - 3 of AAT1PLYM SPACING SHDWN ON SV,MUa at THE FOLLOWING FACTORS. Ae ^ am mma QO} FA" 1 1n' b FOR THISOPDU10N To BE PORROt REDUCED SPACING OBTAINED USING FACTOR SMALL HOT BE LESS THAN x 1 - _. - O.B1 - 3" ____L'dT_________ -- 0� ANH6NA1 SPACING I DICAIEO FOR EACH ANCHOR TYPE. ON THIS SOWOULE --- _._,_.._ _.__ _ I i 1 [ %-to Sir . ', :u •=f I I� f 11 � L:�' FI 1' Mtn. i �•J A t tH- 5EPA1LAS& I.- - GL ..`T ___ S3. tlot35 W/t� GI.AEXI-:S��1 TO CLA55. �.� _.S- P[R15 w 1 `' A R GAIN - I tE'[ -, , ___0 r` _ :-.. Al £A.;K L ' dtASs,. N: _ _ ,. :. -.._ . _. I: ..:.. (LEE Im RIB. , '" ' I T B I I! I I 1 LCf2N1 o4R i, u 4 t I II _ _.. 1' MAX )1' h MAX. N �� _ - � PANEL LENGTH AN t.. _. SEE ELEVATION �T. _.. (1EV .. _.. _ T 6 PANEL LENGTH u 1 SEE ELEVATION II 1'�Min, II'- 5EP ARLASS. i � SELECT 12) 1 N i f ON SHEEP 12) II t 1 u I n TO GL145. 1 n i - ir- �- 1: E.dS, 11 ' I ✓ 1 i x , I— ;.%raj',' 1 I .is Q ,r I'll L - -._ -ALMA. -___I I EO ' _L_ - _ -1 ED,._ gyms/ --W.- 1,1[N1 M.S. E0, >• /�4 �J/4 ._-w !6% �:M WS %`� B0.I5 t. . Q In O.C, j' BOLLS W I . t2 ,n D.0 a. rI F i :-1/4.6 TAPCON _)/4'Y TAPCON ANCi%R O 9. O.C. A}NCHQR a 9" O,C. i�NG POIAYED CONCRETE OR 'REQUIRED. POURED CONCRETE OR '"�ETE NNCRETE BLOCK 4C�I SECT]QN 0 REGULAR PANELS O L(I BIACt( REQUIRED, R-ZB-28 E SAFETY PANEL WALL unUt"t"._ ►NOUN INGS SCALE 3/8-1' BUILDING INSIALLAT19H 12EIAlUF INTO WOOD STRUCTURES 11 -; +i 19i -RROw *.R __ 47. 911" > 1. - f 4"r tAl*CON I,I t//4"I tAPCEnN t I 1 t -AATiCIFQR �F 5 4 9' D.C.! O 9' O.S. I i. S- 1I Ii 'I{ I q§5 r i L0T1. ij '_ 1 : / _ MI ; 1 d I'll I ' i i 1 i I I 10i 0 H. I a , GW5 IY ,.r.._.toT•t.Aki 1M�o1 ... �A- .- # . 1 _ i II I a 1 "L" IMx, 1I _-. L_- _-- "L MAX, k--- _E_ _. PANEL LENGTH II 1 LMaN DA'N 7-N1 a -___ 1- 1 -- _SLEET II I PANEL LENGTH _.. i ELEVATION I� i (SEE ELEVATION � � }2) >:----;f:---.--- ---=. t ON SHEET 12) B 11 I It ! 11 1 A6n. i1--SEPARATION.._... I I it 1 Mn...-. i .�. . TO ;LASS 1 1 1i-� �-- � � i IL 1 SEPARAIION 1 tI 1 � n O GLASS. 1 5, 1 I - ... ..' N ` E '' I • t3 w ac I EI` _ . tx tn' Oc - I t 1 i _ `-.__...__NL-__. _- I EO _: t --- 1 t L I I. I II � 2'x4" w04)Q )1, 2'k4" WO PLATE. '� t (1 ff.; PLATE ';t' REQUIRED REQUIRED I I .,..If4". PANELMATE PLUS t o 1/4'I PANELMATE PLUS a r wcHQR a I2 Tl2° D.c. i w4CNDR a to 1/z' o,Q. ALTERN�fijVE R - -SOIL O REGULAR PANLIFE SAF Y PANEL WALL }dOUNTING5 1!�,R k Tkj;,'4, SCALE 3fa?"T" r�,Y"'' �CEN ✓,p',,y*S ..{ s , D, A4]C1T " FLORIDA BUILDING CODE (Non HI. h V61oci1 Hu Toone Zane bmt `.. s * , . OF . W� : "°2° i0.1�O. 24 GAGE GALVANIZED STEEL STORM PANEL IIXIAMM .P. t, INSTALLATION ARE ONLY VALID FOR MAX. A.S.C. I �4 STATE DESIGN PRESSURE RATINGS (P.B:F) AND PANEL S, 0�;• FLOP _ _`y+` • ,,�' , GLOBAL PROTECTION PRODUCTS. LLC. "' DESIGN LENGTHS AS PER ELEVATION ON SHEET 12. !, r. r E C O INS. am - Tlr TESTfin a 1Nt co4PANr +BOW nt RW P,NA -S. FOR NEW WOOD FRAME CONSTRUCTION: WOOD `sLdNAI•�' +�4-1,. �T 14 TO BE SOUTHERN PINE No W/ SPECIFIC iAtNtuu/1ii: t/' .: i -.w n ft. (•6. T S MALL•'ClSANKW 7n 20-175 MEMBERS 2, .rTr°M." .InvL"t41 DENSITY OF 0.55 OR EQUAL "N"'°"�'" .. LVMMxW Ma rA GWB716 PL wA,(sfTNWII.@/DXIF WALTER A teLTl Jt., P.E .r a#ET 1B BT 1. -6--+ Cll Cll to N C6 O� Cll .[.-A U Cll (3) Q O O .CM CIO U -0 (2)U i - ) (33 N -0 V 0 -0 "L -0^ C O O Q C O W, ?: Cu 0 O O ' - -M LL. 14 - O - Ca > ''^^ VJ - . '^ VJ ^' W L O O i.- I�. m 4� 6 CL V J ,}, L. Q) - -+--a +__J U) O C/) CL CL Q) U m O OL� - V(1) I v i L. r..rr.r Lu = 15 Z Z Q J n_ SHEET NO. SH 1.4. ■a ■ . EZ1/18, EZ1 W/18 AIRS SECTION EZi & ALTERNATIVE EZ1W ON SHEET 10)----- - - Mal r- I' AliI `J if NOTE 2) - `p✓w� ! 1:JNOTE 2 )it -•'v r/2' ALUMINUM �M ,}/}a^9 `lop Fow LAST PANELG) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROYIOED W/ REAR F9NdDEE TO FACILITATE INSTALATION IF INTENDED - I--T11J i C TOBE INSTALLED FROM INSIDE OF STRUCTURE. 711 AT 2 PANEL i NOTES 5d7c -*-T`r--r-'_ T._-•...r._-.��....1 ,. I ,� ,L, ('). DEFINITION OF SERIES 20D0: E-I HANG STORM PANEL SYSTEM 1 (EMU PANEL) 1 (11 RIOR PANEL) I (INTERIOR PANEL) i (INTERIOR PANEL) (Ljip PANEL) I 1 MAX. CUNStSTING OF PANEL + ConL TRACKS TOP & BOTTOM. SEE NOTES 2, 3, 4 1 I 1 f 1 I SEE NOTES 2, 3, 4 LAtx A f I C (2). END PANELS SHALL ALW YS FA CONNECTED TO BOTTOM TRACKSUCH OTHERWISE A STOP BAR SFW.L BE PROVIDED AT TOP OF SUCH 7-4I I PAP( wvml'r PprrEis. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION A SHALL CONSIST OF 1/4"0-200/4' M-5 W/ 7/8'Ax3/32' WING a ! QPLTED PANELS W/ t/4K-2Oa 1' ! NUT OR 1/4"00/4• MIn. THUMBSCREW INTO TAPPED BOTTOM 1 { S..s. BOLTS IN a EA. ovLOIIA» : ! TRACK, LOCATION OF FASTENERS MAY BE AT EITHER OF TWO I • {yy 11 (SEE SECTIONS AS APPLICABLE) -'� EXTERIOR{ FLAT FLANGES OF PANEL. END ' OF 'L" (4)- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM - _ _- .�.___.. -_k TRACK (i.e. A STOP BAR IS ONLY USED AT 70P) AT LEAST TWO �I� , 1� Ir f ' I �•� ( 1 ( PANELS SHAH BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE t3) ABOVE IN SUCH CASE. CONNECTION OF _IJ 1„.'iL_1J,..LLJJ1li.J,.,1-L1:..J•J..4LL.1.J,z: L.,L.SJJ, .L I,JJ,LlJ.JJ. I.LJJ.,_..l...l _I.J _.t.. f PANELS TO BOTTOM TAACK MAY OCCUR AT ANY PANEL LOCATION. y J' 1• RAP.c SEE NOTE 4 S' I ..,I 8• Mar. I• MIN ,j£EE b SEET, 1' Wn '�' INSTAl1ATiDNS ONLY VAUO FOR WINO NOTw/L!;1+J NO ? SPEED UR T4 170 m.p.h, ANALTERNATIVECHORS :.......... .. ..:...... ..........�(S�, SECndIN EIt & E24W ON SHEET EZ1 /1 B, EZiW/18 IYEIQAL ELEVAT-19N FOR SER0 2000 E-Z HANQSIQHM PANEL(i)SYSTEM fit) ,�'.. SCALE: 3/32'-1." 2.8a7'{uN GVDalP Mnx. GAP j4 r r�X Z - SECTIpN A -A tl xnauu r,le SCALE 3/32"-.1" .`'.�'E-4 ; TlQ/dry, `a QL EN'.. "•:f'iy : FLORIDA BUILDING CODE Non High V'Rilocity Hu come Zone = 44167 Ram DUMP, W. 24 GAGE GALVANIZED STEEL STORM PANEL ems'. STATED `` iL c. GLOB PR©TECTIQN PRODUCTS, LLC. ARM s �} 44IO br Wren j�� n aqn u � wWwa. a �},a nAkW. rL av1. Aft. �'» Sn{4rEI. KAx: 2D-17'J Fxm}�sg er ,�wnl w-aau fa+4I6tlP-TSkS. 145rP$9-$T@7 ai mwr rc - Im rP: JI@ Na. /'r Uar��q�� h,ll rpf,S�I10 90Na1U�-Ii fM-CA-00H671P INrnHIIN,aL WNLTEN sNrET J7 Or 10 HI ENGINEERING ENGINEERING EXPRr9s90 PRODUCT EVAL,UATiON ('REPORT September 15, 2020 Application Number: 1736%1 - R2 EX Project Nu mber umber: 20-31543 Product Manufacturer. All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FIL 33409 Product Name 9 Description: 24ga Galvanizad 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 Professional. Regulation (Florida Building Commission) Rule Chapter 5 G "3,005 F,A.C, for statewide acceptance er Method f e product n above as 1 2t) rP (d). The proud toted Y h been tested and/or evaluatedas summarized heroin to show compliance With the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Coda. Re-evaluation at this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: 4 PRODUCT EVALUATION DOCUMENTS EX drawing#20-31543 ilded '24ga Galvanized: Steel Storm Panels (HVhfZ & No n_HVFIT)',. sheets 1-5, prapated by Engineering Express, signed & sealed by Frank Bannardo. P.E. Is an Integral part of this Evaluation Report. r TEST REPORTS Uniform static structural performance has been tested in accordance with TAB 202 test standards pet lost fe #6T ASGAI-001 b Blac r Tastin Inc. port{s) y kwate g, Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAB 203 test standards per test report(s) #BT-ASG-17.001 by Biackwater Testing. Inc. r STRUCTURALENGINEERiNOCALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparable and/or rational analysis to quakfy the following design criteria: 1. Maximum Atbwab)e Spans 2, Minimum Allowable Spar15 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@ENGINEERING EXPRESS. C014 ENGINEE RINGEXPRESS,COM ENGINEERING Page 2 or 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase in: allowable stress has been used In the design of this. product. Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities, Impact Resistance: Impact tarResists. has been demonstrated evidenced I previously Nstad test : - o s i Resistance Qed n e e r ,and s Largepr y ap d( i accounted rot in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document (i,e, engineering drawing), Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document (te. engineering drawing), along with ail components noted therein. Product componords shall be ofthe material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use Dfthis product shall be in strict accordancewith the respective Product Evaluation Document (I.e engineering drawing) as noted herein Allsupporting host stluctures shalt be designed to resist all superimposed toads and shall be of a material Wed In this product's respective anchor schedule, Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are [mane installed shall be protected against corrosion contamination. and 00 pon pe ndy pat ed age t other such damage alas times, TFais product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Hermardo, PE ENGINEERING EXPREse 9PE0046549 I Cert Autll. 9W 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 33442 (954) 354-0660 1(866) 396.9999 TEAM OEN.G(NEEIII N G EXPRESS, CON ENGINEERINGEXPRESS.CQM INSIALLA110 DETAILS FOR 5ERIES E-Z HANG, STORM PANEL POURED CONCRET,E,. CONCRETE BLOCK AND WOO[} MUCTURES I % s 4'tl TATA'ON BETE BLOCK CONCRETEBLOCK ANCHOR D 12' OC. s � Rf.LX11RE4 `.. i I 1/4.0 TAPCON . _. : ; -"' lfldxl" HFX HERO IEK wQOD £fflpKR , ,„, ) ', t ,1-' -,,,,, 14x1' HEX HEAD TEN ANCHOR p t.'P" Q.i.f { -' SCREW ! FROM REOUiRED ,:. { j 4• , F :SCREW 4i 4" FROM p r, .�f � 1. 4 ', �}' j EODE DF pJ ` � S7J t i s i t /2' 1 "" rA a5 4 1 1" M1tt, _.1 1' Wan, } I H 701AS�.S j i 3d1e'a ',IM' N St0 �- ! UMTNUM h' UMINUN POP -PC'R j II a i � RIVET ' VAX-RNEi PANEL LENGTH It' 'k/4'1-2Qaf' _., _.._._ ., .{.._-._.' ._- X # p Ts w s S I_-....,..._ _. . S PANEL LENGTH a 10 E-TO G An• I V win, s ......THU @ CeRu2E4Y OpPI` TO OLlxsS- � .,a,� � DF'� If _ L ANCHOR , ;(� 0 1x• Q.D. 1/4-0 TAPCON 2'x4' WOOD ,K` " F7OS11NG FbUREL7 �-fu'T, _ ANCHOR 3 13 QC "Z.ANCR€TE DR f ' r -'� . ;I REW1iRi4 CONCRETE BLOCK t,4r_ REQUIRED. �(IALLQIlNTIND }j(� j{j�NTING SECTIifN ET1 tNA7NE 4W SCALE 3/8=1' SCALE 3/8-1$ }Nitlirail/l � �� rrzC ,4N CEN FLORIDA BUILDING CODE (Non L12h Velocity HurrIcons Iona) - a2@an TILT= 01 ra: NOTES., MIN. PANEL LENGTH _ FSTATE 1. INSTALLATION ARE ONLY VAUD FOR MAX, A.S-D. DESIGN SHALL BE 2`--6" *'•24GAGE GALVANIZED STEEL STORM PANEL PRESSURE RATING +/- 40,0 p.s,f. AND W-O' Milt s ;- �+ �rW G(E OBAL PROTECTION PRODU TS, LLC.PANEL LENGTH.""�2, "'a4wiil�ax]m4MEMBERS FOR NEW WOOD FRAME CONSTRUCTION: WOOD p,g tE, mlt8.e ra INN ,NP T 20'-S 75 TO BE SOUTHERN PINE No 2, W/ SPECIFICAt / ,q9q M : (Nnl in..rht, PM'Y+a: t454)dA9-1A4E, rAx, Fd4 Ak D0-1 Na DENSITY OF 0,55 OR EOUAL. VNAI A r nrw341`�u,TwEAaATE'°006°19 WALrE# A iairl Jr., PG 4t ,?+Ns 1H7 yKn ,b r6 ALL AME'RICAN SHUTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) _,. =--oBSTRGCTIoN. (LOCATION MAY VARY 'I�x-�,}�JTOP MOUNT I I (CONN TYPE BOTTOM MOUNT (DONN-/ (SPANBELOW I TNPE AS RETQ'O) DESTRUCTION) PANELS mAY BE NOTCH ED AS REQUIRED gP7'LONA)='Fj`.-2O STITCH S,OLT9 WITHLwASHERE6 1 1I'1ECI7HAT.CDNNfCTltaNs AN13 ANCH JR.S,#tilE W6E'HIC:(45ATISEp WINGNUTS FASTENED @ SPANg A90VEa BELOW OBSTRIiCTIQN - OVERLAPS On DSFAN ( 440PRIATESPANTAB VERTICAL MOUNT ELEVATION 2 CNOTCHED PANELS'. 1 NT,S, ELEVATION. MAXIMUM ALLOWABLE „1 DESIGN PRESSURES: i Rs NOTED IN OE51GN DESIGN NOTES( stHEDULes P4}StiTTVE AND NEGATIVE DESIGN FRE95URE5 CALCULATED fOR-USE wITH T71iS Sr,SEPM SHALL BE 1) MINED.FEft sEPARATE SNGIN RING IN gGCORDa.PICE WITH YFiE COVEF{NING UO ypAE��SBUEYE REt{�}UIRE, SEAS DETERFIINEDC�f4: CDROANCE 11"1 0 A;yCE 7 AND CNAPTtR 1609 iAF TINE rLq�.ypA BUILDING CQoE SHALL 6E LE5 R-111 OR FQ6LALTO THE POSITIyE-OR NEGATIVE DESIGN PPESSURE C4pA:CI4Y VALUES LISTEDHEREIN FOR ANY ASSEMBLY AS SA A. GENERAL NOTES; PEEN USED IN THE. DIECT OLL BE REBPO}l526LE CD HIS DESIGN WHICH Q {A LL BE R19L IREt, GI NS COIr�leO CALCULATIONS.AS 'es NOT PKQIRQE' INS DIFFERENT FRO. .EROR REGISTERED IJ W OR USE IN MA%iMUM TESTED E 5 UNLESS NOTED. OTHERWISE SPECIFICATIONS Ql.d I+� F FHH SSOt1ATi0Nr g1 CODES, 3 FI}CTURAL¢UALITY IU IMS I UMALLOY, A F ma Q' NALLV Q: cep ORRS PER R PROTECTALL 'TROLYSE" CTLLRALDES1GNAIS• MR, at, 01 �5 0 q L LD5T A DA£4AFE,' lOM MATERIAL pBOEVOND THAT SnE TIONAL 2 SN KISaakUM6rcr aQ IINTHUM OF (1) LABEL 11.151111 VISIT E•CALC.I0181W = $rn F R3 FTC[ tl'i .3 .[, 1��.•11 a 110T9.1BIM6 O .L Gs FNa'A,.vmoewLfaA REPORT9x PEs3lgr,Ey III JII ,25V" ❑ C94" r0.O60'Sao -2250., ljo 1 '. P sIUUX 6,832, n p a ❑ 1p z X r l v. sus O,Q94" i^I. ,". .. O,C79:9i� �Cr1 �c Tat p ry '„� 125" U.125" $ g .0 19 GA -A T '- 0 - - m 7YP, �'In live -, ui o r rmq�o .0 rY t]62^ e� r'[tI,D6T" 0.0621 f f°� I�i V �.,f�.� ,3' 5`�-1 62"' . �0: -v IYP. ,C3ta^:. � -- Z.DOC -! 2:oon^ -.I� z,000^ -- g9WLO-DUT'rJ"HEA6FR 4{J A� lGty,l-PAN CLOSURE �SNp.AIitAE •,_- -�„t�� �'121" n"H U, HEAU � q f..SL 1,SEA" I 3 380 MAX. 0,313" �LL,Sfit)" 1.510" D 456.. 0:97E, b'6 ' ,I: II 31 q - 2 'n. I 9�179 4:. 4.19 �5'r _'i S. 0.35n" L:0[17" z 1' 12.5G0 PANEL COVERAGE -I " }I- ]� nL 14°' :N,aRb"' i;, Nat 01 14S75" PANEL.LENG : o. �. _.+' 4545 d 5 4'i5O•• 4,290"I .'.: W 24 CA PANEL. "?. U ' I I m V 11{ m �� p1RE[TIaN 'ToG9o' ''� aE - cross 29O" ��-TVP' r�DoP, 2,44Qa�009tl'LIr✓ru'Hl O�IS" 315' O-7Ia' R0.135" 0.305" ui HULLO -SILT 'F' mRAt1K CP. YP, '�+ Tryp �(' - W83rIERED YANGNUT .fir --�-� � F �""' N �--� -A y �NEYHCLE WA3NER LD D 376" 52 A 1 U ,L I Gil9f1':655" . P' N LEG � am'1 uIR 211 I--3.QDD 0T.1y?p n.)gIsw. gg T4 a".xr 3 ra�iLP ANCdE-'Tr3ACK fElfiENOEQ) i �' iE. 1.000-1 (]VERLAP T1 f`;C `1k k'u n zt 111 (l} b $g .25' MAX:. d' 4 MAX: nCOIM1ERCL45UliE pE]'A1L N. 0.1B8" -1:1 1 ntte 2.5" MAX, .�.. c MAX. r +:-ul.cJ eL N+Pr tL -r n1 r_•v aml MuTlmrs a -osl Tar ur r nn. B nr I r.F --_nT ,Pt ILD-OUT I57 NCE Irr^p shCe C l,coo" h 4 �•�I I- " EMBED w _ .n i�l)' ant - s Ly1 ' i,bOD" Hv 'i *t.-"rIn Z aue1 OVERLAP 1 Tu: - ..•1 M$X ^ I1. Inn-nIIINIur cuo';Iµrurns q�mw..11� - -.. ..-....-- MIN MAX. , MIN. 1 Poo" ,, .�zv 4'. en'd-L , CaRNER.eH,tssuies aET.all V' EhIBE13...` 1W4MDUNTCL95URFDETAIL Oy?"R. -,r, T. ]Q�NT r� ggp CU to Ri N U N O CD � � O cu /^^ vJ O O^ O W = Co LL O . � =J -a U 1- O -4-00- ILU O S- -0 .= C0 Z W J wR n-N nruxP nr FRANw eEnNaaro r2 rtawx Nr r R Uu r. Pr M.wi,� �N fin, AP€pL'NaSeR :Aa�fleA• dV1 t111NP,S It.A�IMAh MINIMUM_ +i41 A)VAELE SPA »,e.� .• '. EE dtt , rs-,..L=C�.1. aLd•s'.TaI,,iV. V -.:EfPt - _ �F� ANCHOR SPACING SCHEDULE: --�-- -•'f TOP MOUNT � '�. 24GAUGE PANELS, PANEL FASTENERS 4125"O.C.. t e hx tr,v / n rt w s,2 S $ 4 =e e_: YJN [ bN n i, r o'y a ro ro �R' : -I1 a?'' 0 0 a o ' ♦ : _,�. r:w .+, x e x x 'Q Y' @ <_ 1- P Z.i" EDGE DISTANCE 3/4" EDGE DISTANCE r7 WM S SPAN UPTO d-G" SPAN UP T08':0' 9PAN UPT018'-ia" 4,+Nd Ue ro„'-n' u'AN tun Nf>t'-11r NFAN I1x IPr lnUllr = - Wm LT P; -rr xJ U:z1ul >. ' _ .tb 'Y' P4 -r4 MARssuitt - F..mR U ' W� ALLOWABLE PANEL SPAN & GLASS } ��_ F ^_ ,.. Wi-,r , , )4. ;: - F+1:F ANCNOR- PRESSaRE 'CONK TYPE CONN TYPE CONN IYP£ ANCHORCn V :, It r ,',: ,o yI L 4 $ s 4 � '`. $ S;, MAJr DPJQaN COtlN TYPE CQIIN ME .CONK TYRE * N" Header 0 Ir D" 28' 24 22" 24' V' 23 2e: ,,i M TYPE PBR .:C.1 [2 FB- C4 . GS C2 CH C4 t _ yl ERESSURE jr' �" ^^'' ,. SEPARATION SCHEDULE: .T'' 'v '` cl r2 , ca ed r rreE R0F a E3 Q4 c L2 c] E4 n rz D6 C4. w�: „ W :. [ W , . O' A . 3 20" ,.�..... , I. n :� ., , : :i x n I... e... IA Q w ..: 1 l s Af< P &Slldual. U^R4.6ac. V Ir 2: 24" 28 22' 24"' 2 2 _. 4.:. v3�$� is s �)4 cM➢m., 12.3 160 i#:a' 4,9 .12.5 2b4 10,2 bra. k."1ZS 16:U 5.1 6,Y. " I: - ,r ,: :, r: a... {d$p} Ir'1, yr,..: 3,;1.._.. �a e ml .o .S...fl.'y. 1 ,.. .. 1iA.z26r7aFn 33 '.'12.5 36,6. 149109 12.S; S6,Q Lb:O 2:3: M 16;0 0 67T i.-,,;#.G-I p :;u K'.,'L• Tri _1W. i. p.+.l -- �. r. O _ 4^ 4" 2'6` x i...., W [ PCY7ALT.ULTI+AC91 '.::, _ .� ,:, :: . W g 246AU¢PANELS �^ 2x6 a"U"NgaiiCr. G" q"" '23" 2. ?5x 22' 34" Yi' Y .„.... U .. -.. .- I. 41 12.5 16.0 11.3..$0 1E,5.;,15v R.P 5.4,' 1ZY �5.:.0 E.i. 3.5 "rS.Ynp,.trt., t,._ FF ELF y _.lulu UOt L IAfi 3l:lirYa 41 12.3" Sfi0"16.0" 86 12:5': S6:n 1511 6:1" Sz: ➢.➢ I, Ilc-4Nu_e-+•-->2a _ ... < B.r3,E-�• 3 Sa&Ird - 23" 43' 23x mP' 3D' tit" N^ 3(i" ?F' 3P" 9a" 23" ".:.. QQ-b'li Nn. i-H' o'•Tea"8s' 1 5" s::D' B.1" s_4^. iz: ios.v,. - ., -: :a a.rtR fc. Y �,. " ._: [ 4W O A& Z 16, 3. 5'. 5 E 4B 15' l.' 1b,b 7.5 12.5 16,0 L4,7 S,p 12,5 S6:tl I4�7" 6.0" 2y4'QW II IS. 117-r A'y-:y'. ai �4'W MINIMUM STORM PANEL SEPARATIONFROMGLASS � tiNlkbUt'°F`TMNs 24" 2A 24^ 9U" i9 57 28` 4e" 24 4e' 9.7' a3 =.. m ? 32:5" 60" .A3" �'" 32.5" i.5➢" H.1" 5.4" 12:i,,. i&0" B.]" 5: p - :, ., ,� ., -: „ - i e # 6. _ ,. ._ _4 52 12,s 16,0 16.D 6,9 12.S' 16.0 14,7 1.0 iz.s 16.IL^ 14.7' _B.➢" sir (HVH2, WIND ZONfi&ESSfPmAI FAUUTTE51 "P`TiJKk 29' 2'S` 2s 31 56' S2' PQ SD• 2S" 50• 3t"-•-,- •, }} ki--"'•""'' n.'.; / rNppeg ^' 11 1Z,6^ IGO" &J" 5,4" 12.5 ja N,1" 5.4" 12. 5" 16.D" E,]" 54^ r2 i2:5" ib.0" 14,7" 6.e' 12.5" 15A" 14, 1" 6:D" 12, 5" i6-R. 14.7 -6,11. N ax Al. " « ",,,. , J L : ,, ^. - IFI" e - r ♦z I, --..- lT s,r.. eD- 22" � i2w 3rF T7 $': 22' 29" ii 3t "'r }' S I rP x:.l-J A' IM I111 ]3 1 .5' 36D' 16.M' 16:0" 12.5 I&W 15A' 12;6: IZ s' L6.D !15 "50,7" . „ r• „ x .' ,. w .: - •, :. ..: _-:. 4 = 'Y'El .� z MAxIMUM „ °.. W. _ 1 _. 7 ! 2 a11x 11Tz. Chi= KI 12,5 Sfi3O 16,9 10,J 12.5 160 12.1 2"6 ]2,5 ]E, 10.e 62 y I,L +re •rxvr r'. '.r .. .,.r, e •• INr4dMa,iM z4 24"':..'4.:.W 40" 40"..2a` 4B• .34"" 40" 9¢' B.T DEY±AIT ULTRAtaN -'.. „ ,, r. r'. o- ... ,.: :, -„ ,,.. - ... ,. LY O V J ... f`` �. .tat, i 1 i ]a,15 16...,. 3 .5., $ 6V 9 ❑... .6... .. „ .:,.. „ ,: „ r ,. " ,r „ '�. fl L4 ., . e JiJ, !, .:.. L.- : I{ : U 4 2 6' 1 ,9 i .. G, 121 9w' .,:---12,5. 1 2, R IMID ft F 41 125 16,0 i4,i a] i2,5 15,0 9,7 +r.L ILYt 1..x 4 i.: i, $. DESIGN H• �2 i tnt lxs h: _.,I,c! .. ... W REI i;. a IN5IA11AfiON61E35 INSTAL1AnLMaSdi£EOTER "U 23 2 4" iT 4 2.T a - n Well v -: , „ , ...., - C w AIiDWA 4E Aat D' 1t' U' W 2" 7 ? h .:. - ry :..-ILIA_ K , .kul i J?•.ra. ,v a: E us--r , ' W.. w " PREdiVNE � i 48 i2..5 15.0 i 4�:>•19 125" A 9.5 326 t6A. Loll -9.5 . Is ., ... ':E r. .. , W " ^ .. ». " W W :.. " 4e L2.5" LED. 1-1' '- LJ.1':: E-�•z+,=: " �.^--1' � _,'I :'1 ., � (SPAN({1paFi THAN 30'AaOV£G0.AOE. THAN 30 ABOVE 6RA0E � F' 'i'la- 2C 1A" 9U" A0 rD' 29r' 46". 24' 4a WY' 53" r OW :" sz 12:5" 16 d'i3s•511.d' Y7':5,,. �$,➢'1].9" 9.S :SY,S' IS.D 11:5" 9:5"' x - D. - n ^ „ ., t; 1 E Tf ,-� ry71 _::E .-.:nLC`. - �6W (PSFj 1 b g2 L7-5 16.D 11.1 5.4 12.5 1B.0 a.b 5-6 ]25' 15.e^- I,: SWd 0. 23"31" Ii"fT" 33" G _ - _ P'� •,,_l F� j •a0 n _ l2 12:5"' lb O'i.19'( A.5' i25" YB.0 Y1a' 0.5"': 12,5" I6,a 3I $' "V. 0 72 LY, S" Sfi.9"'S.6" 5.6'° 12.5' #¢,0. 9,6" 5:6" 125' 6.H" 9,f^ S,6" + "' "• }r c-n „ ' je v - s)a4 "C T{4d 20" - - 1}130Dm G.➢fi in : CZ 2.16 {n +- z I}n'YIjB'hM NrU _ 33 11.5" 120"]GQe' fi.Q" 12:5 1¢,a i.g_7" 13.4 325 LBO 465"i1,9". i{q"Y3-i14•GIBCd 39 12:5' 15,0" 16;b 12:5' 1v,0' 11,5" ]2.5" 16,0"]6.2" d. 3PAN65NOWN MERE ARE M}NINt@d A1r]Waf$,;:MANS SAiFa QIP ANYCQm61NATIDN tiF MOUNTIne p ALL toiNT550LID _ET' - { 3�,3Q,D in 6061 2.16In GOMnmgIR AT LOP a4 aaTfOH. PAN6L. LENGli•K.°XS TIAN NxOSP NaTEa IN TA84E AaOYCRA4 Mar - U PI l,.:ti'_-_. Sl-,;" 41 Y2.S' 16,0' is.ir iS6 Y2,S 36,0 i2.6#25.. i0.7 TAP CttiP+CFAs- 41 IY, S" ]6,0" 13.3" 12.5" 16,➢•' 9.2" `/ •' ,:. •a':a Iq`-,, - ," i� "-.. - -" aCDEATA61E- 46 1?_5' 1fi:0'19 fi'. 190 125' 1'A':U' 115" 1P,6" 12.5" 16:D 1Z.5' LO;E" 4@ 12.5" 16,0"iL4" 1215" 16,0" 91L'I' 12,5' 36,D" 9.1, 'F> :4 f *1.4a 1301P In S.aG In„_-_-_Z,161n_ -- 2- Tim SPP„ AM710 N PIOM PLA" IS rr ]iRED WHHN PANEL i PIATTh 4 0"EA1ER THAN WAY Wrs± PW (Q� F .,. n . .t. r P.. , +, :: n y ,,: - ,, . ,� .,. ,. - ., J 52 :1'2,4 i6,J 14.4: i231125 14II 32.S. 19,6 129 1S:D ,1t S... 1W6 'I'- S'1 L2,5 16,9 16,5 12.5 In..9 9:1 12�5 1b.0 9:I ,,,,IL,.. 6„ 1 � ,I „ ,:, , - ,: „ ]z 5„ 36 Dn .ai"" CpMEINATIaN atlldVE T� O - � 72 125" 166-12b": 106 12, "1:5, 17.5 1,G'" 12,5" IR.Q 12 4,6. l_ L .5 ,❑ 91- 1z.S 0 9.L � _ r _ - - " '• x/- 234.01n 6,OG M 2.161n AaT 0 k 2 i6 , -. 34 TJ „1. tt .. Sa ..._ _ _ _- _. _ _-. __ _- - ... _... .. Y Slue iLaSJRt5 RfQUIRE9 tVP. All EURMWTMf)HNT3IN TA@t22N1YVE. WlrtFE SaaE tLtJ6URei AaE, _ u..:, n ,. , ,. , ,: :, ,,. .r ,: :: : i „ v , „ i e 3 ',- C➢NLrs,:-cN F - Y - - ' - - VgP WnNeVR00UT NOUNttrtW CANati1ON5, RIWINFD sEPapATNON PT+UM GLA553HAL1 #PER DEra1L F -, t 4 x .IJ4 FMNtN 33 ],5.5 Sfi,Q S6.Q' ]6.D SZ.S i6,➢ 16 ➢ L'. 123 16.0 18 ❑ 3Z6 j34- x �Je EN6ED 23 L2,5 16.0'. 8:6 7.3. _ 12.5 SS.$ b:0" ,5.1." 12, 5' 3'.e- 5.3" 4.5:' q H'CC• - - 0 ,�'ra. '/-rJ5 I ID6.filn- 6�➢a u5 7351n _ ♦SA@tE avN,16 TO ePtn 22@a(WLn+4R WRNau't5rsrolBrn:TS)aria 24@A PaMFis.e86:Nwim nANF1 0 �a Ij TALL CAnFI Ma1F i2 S'19,tl•f6,:"]8 i2:S"-i @"15:7•, „ 12, 5" 1fi;D"i5.6"ii,3„ --. '„ .. „ ,r r, tY+. q� s -.�a'' Lv J ,,:L m 3 _,_�..- - -_.-T _..."�--' .S all 4.u°].0 Z = .::x...a 41 , 0 ,IX 4, llr4 h _ Z ad a _ Fi Hl kb �11 - } 5, : T Y PASFENE:E a t1 ihrv. All P711f{I.-R1fA S- 41 12.5 i6.0' i,➢ 5.9 12.5 St.s 4.8 p.1" fi25" iT.4' 4:8" 4.1" � i - i_. - ,._ 'Ja .,, _:.-.. ., �-, b - iZ n t7 a9.ym 609m 2.SJ In .. Au-rt r DULL- ur � r 1 ... r F_,.-.,� r r M P r � F 48 '.:1z.s" ]60'16,Q'!la 1' 1'2.5", Sa:4" TS.S" LY. s^ ;2$" 15:➢" 1$S'r'113'" VrOQ.O IlSMItIC 4@ L2.S" 15.4' 59" 5.0" 6145" 12, 3' 4.7 d_a" $.26" 12:3' 4.7" 4P' +1 7Ns..,..,.,L J_R .5. P w ...e_.._.-� 5 ANE45 MA. SPAN 19 MJNINU 451AIG RIVE il1G THE O{RiQNAl..9P JM 04PrUq ELa51fA€s P6N Q a : ., .5... � ,:3.. is , - :I „ -: :L n 4f c LL 9G mlrlTfrlR 1.-EXI'nU53dN8 x ,e,hA?..11,.Ni „_sL (n. n. ,.t-i i 65 N L.x YMD xi N.. clL lttES.. wl. 5d 12 5 SE ]GD 13,6 li5 fi,l]' 15.5 L1,2 12,5 16.0 15,5 1,2 52 : LZ3 S- ,29 ]23 -➢ z5 32. .7' 4,H .. - raauuNN if" a 71 { SS.B in 6.11In S.)24L P N6IND jrP4 aETAi Iva ra+.all wmNG t,'auDr a 6r+a4M M. Prw -A'G5. .. .. .. D ..Y � 3,4,2 S 4.7 6 4.7 'A. i, T s•^.� i4 $ 41 . -n. :. .,liT Ci ♦.;. m ,ti. 72 12-5 3&9.1 6`lY b.. 'i ,T 6, 15.5 21:2 YY,S 6.D.YbS YL2 2 i2.3 ➢ B, 5.z3 .Y ;Q .25 1a-. -0:a V.➢. • -> rt ,.- .:,- - „� -, _ 5rl'+LLiPL„ •�Ivt JY.: I,U.IJ.e, ,.t {-. n � .} r ID a6.a in ",_Sid In 2.901n.. _ � ," _ S 2 } 0 1 T h26 4,7 4. 2 9 R D .3. �: J fN M1.T. -. - /^LCCILLN6lfL0aR hIdUNr SERION' P.}_.rI�R � � N 4 1i 72 I d � d'I 2r„ la„ V W o '7- 27i] in a13 in 2981n W p I '2,3" EDGE DISTANCE. Y. U) IT-n : , w IGC. _ �%`s ^ r: 9%b tt1114°Cp'DCD 33 @.25"1T7,3'•. 625' a1" 6,25" 6,4": ;BP' Q .1-r-r rat rill mrrllnl[Inn 'r, _ i'aL: +Ll �s ��al., � y.i^: ANCHOR NOTES: �a`NK 31 TD4 e_ c' HxL - Tr = 13 ..:� _ - 0 a a }J L -1 a: ,yl Ity LNn{:oN 41 6 as„ 8 m 49 6;25' sz 9" 6,s^: 1 Lw:::]„ x,.E :✓v ,hy1All:'. auNT:S=CTIDN. .� :. r(IVJ INJ L. i,le. E,w ln. - b2.- (/T EJ} �;-r- �5 ,g '$t�, ': I= � 1 H.NG`IOR'SCHE41LL9E APPLIES TO ALL PRDDUCTS.GERTi FLED HERELN,.BUTD LY iPI{DUIDE5 Q''. ut � �: II . ',"•Ht. a-aL. l.l, r Sr�I- ry 1 d.'�+'. '2 @ Mgr a " lo'" "- 72 ALLOWABLE C.....-SPACING. AXIMUM A'. ALLOWABLE SPANS P L85U.RE5'INRICAtED 2 "' f :.UNI Z " b SPAN SCHEDULE N(ITES. •4 c; yk" is 6,sa.'67'r 6 s' 11.7" £3i^ 1Q5^. a ra Pr •,'rrc.::sl ; a - Tm a 1! ]Ja•.Irusly MAACPIUMALWNA ANCHOR,N l4 R g Q a 3NL>PJrM SCyEUVLEBHALL,iAPPLY� "a, �+ 'f CD at 1, ENTER SPAN SCHEDUI.S WITH NEGATIVE u,,,T caned. rn6raUt c - Ifrw±ul 111 lnuww 41 12.5" 11,7" 6,25` U:5^ 5szs" 9.4". ;.;.f U ry rR➢M LNrFRi9R S : -r. n : r Z 2 ENTER ANCHOR SCIiEDU LE BASED SkV PANEL FASTENER SPACING, THE EXI ST3NG 5T$ULTURE s •a..,u - -~T - Y ,(.,Y,' E g ETl-, n .::: - rr � "�'rT r, 3 p, DESIGN LOAD 8 PANEL FAST$461 SPACING TO O 46 E-25 31.7. a25 93' rx. 5 8,3 MATERIAL, & ANCHOR -TYPE. SELECT DESIGN LOAD GREATER THAN Cti EQUALTO NEGATIVE DESIGN n"rxrt -N: Y.inr _tE. rnwrcTlaN P =h'➢ ni;rc�r:`,.M•r, os,:3 IxPL MAvvAkN ,; £+r`- rY DETERMINEDULEI AILLOWABLE STORM WITH _� ,y 52 6.29 SH,a': b,25 3' 625 4,3 LOAIS ON SHUTTER AND SELECT SPAN GfkfiLTE0. THAN OR EQUALTD SHUTTER SPRN,SELECT W >v ;p :rr'•"nr; W SPAN. SCHEDULE LESS ACCEPTABLE EQUAL USE WITH A04ACERY Y �' 72 6:25' 9.31'.' 6.25' era 6.25" .9, 3" CONNK70N TYPE RASED:ON APPROPRIATE MOUNTING CONOTILON (SEE MOUNTING �ETPILS'ON ra.,,a l:l POSITIVE LOADSLESS THAN OR EQUALTD PAMD. ''` SHEET:' _h1ENTiFICAION OF CONNECTION TYPE, • 1 V tx r„'.r,^,'ir ". k.1-1/rF'rMBrH ". YY TP r "� „ O NEGATIVE DESIGN LOADS. - U °s,fi sloewAul aoir A,9.TAPcON 4Y i�5'•16,6" d.D". 5.D° 7,25'•Sd,p 4Y 4,bI' 625 ,iD.7 41 4,On. $. PANEL:FASTENERS^ARE STU DS USED IN LOWUNCrlON WITH ALL MOUNTING -EXTRUSIONS a' -" : , .-. � 2. PANEL FASTENERS" ARE STUDS USW [N ".;,sa +uV i,-P-1:.♦Nti' J MACHINE SCAEON n@IUi('OiAHalr 48 YZS''r 333"s1. A➢ &7.5"1II,7' 4L' 4.Q" 6.25" SD:7"4.1 4X- {"E'-TRACE(; .RTUGCJEDA (51NTLJ USE I.25"U,CPANELFA'sTENER SPACING TABLE U.4WE5 FDR t e.<u;.+a�•1- - :(" a �n'Lc Lx sue,:: I CONJUNCTION WITH ALL MOUNTING EXTRUSIONS wi Pex NDT a wasrErLee waNGnlrt t= $ - n:sl 'It`r rid 52 6; >' 12, 3" 4:7" 4.6 6.25" 10,7'' 4,1 d,D" 525" lk. 4,1 4.0" ALL"H"-AND"W"-H£ DERS INCLUDI NG BUZDDU'r CE WrFHON5) Q (`F^-TRACK, STUDDED ANGLE, VALUES' J nN tN�aE saw ¢ 5 0 7 '-p' { _ �_ ; • 3;•I -t n IYYL n - - A: fi.$ ,a4,i" 40° 6.25' 1➢.7' 4.1' 4,9° -6,25" iD,7'" 4.1" 4A" 4. PrNCHClRS SHALL.BE aR9TALI.ED IN ADCD0.DANCE wrrH MANUFACTURERS' RECDMM£PIDATJDNE. F g. O.C. PANEL FASTENER SPACING TABLE VALUES FOR B:' :3 r,::. s, -.r „ ,, „ „ ' „ 5 .:OLEO BL 5T $TRUCTURESHALL CONFORM TO A5T M C90 BLOCK, w :5 z ,5.. . o' UI at/sr fitnrtt 33 ;12;5' 15➢ 14-a..a1 iz.5 se,➢ 97 T-6. .lzs ls_6 8T a.❑ Hl. W PCK FK? T t ALL M AND ti`-HEADERS INCLUDING BUILD OUT �:g}: ,yq gg a: x LL. - sSau o - 1 :ILLS' 18.9' .'.. Rl'" 32.5". 26r 7.8 6=5" Y r5" 1e;9 7�8". G,3 S. Pdi INUM EMBEDMENT'. SHALL DE AS:NOTED IN ANCHOR SCHEDULE, a 3, CONDITIONS), d:$ffi-. a A RD➢4I P_Ff 4 3 2 :.,i ] MINIMUM EMBEDMENT AND EDGE OL4TANCE Ci(CW DCS STUCCO, FOAM. BRICK, AND OTHER WALL. . ,. Y _ 49 12.5' 1a 0" 4:91° 76 12.5 1fi�0" 2.7". 6.2".. SR.5' IS,D. 7.7" b,2 .. CO,. ' z _ „ ,._..„ . • ,L.�INa. 3. LINEAR INTERPOLATION 9@TtYEE14 LOADS IS k-=s@ r L M""A" Sr;,EL•7 .. ... c T I"" E° 'I Srimrr wASnERED:' �rq g-'. - 'I' 52 1i5"1fi.o'e.4" Y,2"-125',TE.A 1:7" 5:2" 12;5" S,D 7,} b,2"' FINISHE_. WALL F1N15y L�5HRL.LHE L(MI EOTD Lj4 MAN OR5HA1L aE yEWFYED BY >Ol'HER$T 4-Yp I sel rt � a � �',�� H• � ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 7 - �: � C,8 � 'i } ' - ADEQUATELY TRANSFER LOADS Ttl HOST STRUCTURE. o �'- �� ,{ wdNDNLTi }a4'b,C. u._ - '-'-"•'^°` 72 12,5" i6�' 7_r' E.2" i2:5".16.H" T_p" a,2". 1.a..5" 16-D' T;7" 6,2" �i= IN,> !- -• r.. r, I ma [ ..mom.. i x H �z m _ {DONriec,s eDTroW NavNT s ,! $ : @; CONCRETE ANCH4)i5 NOTED HEREIN -SHALL BE EMBEDDED TO UN"CRACfrED C4NGREtE ONLY. �¢4 GLASS S L•, �•}IO NOTES: d � extnntoNmAefA.z'rt $;rt:tl,��i�. 1 P ya'•xt J74•aNlrEa i3 i2:5" 169" 6.4'• 5,9 &25^. %i,3 44" 4.d 6.2s" x0,3" 40" 3:T' 9, WHERE FkI5TING5TRUCjURE IS j41Zl0D FRAi'I EXISTING CON IT MAV Vp3ti', FIELD Slr1 � - •• GLASS SEPARATION N©iL FAtOti IlkrvAll unnelMAlh 41 12'L9"13.4" 5.2••. 4e" 4,Z5•,...43'.3,6" �3" 6.25" 9:2" @,k". 3;3„ P -_, Ny -, ,. VERTFYTHIAT FASTENERS ARE IN'TDAGEQUATE WDOD:FftAM1NG MEMBERS, NOT PLYWaDD. FASTENLNGCIO 4B '65' 11 S• A:4;'. Al 5,25"'9,2 •.: 3:5' 3:'d' fr:?5 9,2 3.5' 3,8" ej i us, .,._ I,.,.,I<. ,�„, 1,. ,r,i.•r, ,I ,.,;Hi1: k, TO PLYWOOD ACCEI: TABLE ONLY FbRif7E CLOSURE VIECE`„ C A V.D. .,ADS N1. .,....: -.-, - 5 .. e i, ENTERS AN SCHkbUt.E WITH PO'3t7'I E DESIGN LOAD O DETERMINE [4kj r ,. ram,. e.Ut tsli-,sal-I-I-m. 9 !. eL rlc}Nw] .�1L,,, st -tz5. x4s 4.i. Na 62;. 0,2 Ss §. H rJ�.,,{N_ .' ,7..•__.. N} T BCTNd �P- 1P� 1'iN1ERE ANCHORS FASTEN TO NARROW FACE FRAMING EA$TENEP.SHALLBEEOCATEDtN a .. .. e., ._.;_;rl`n; MlNI..UM ALLOWABLE SE•PARATLONFRS:JM HE OPENING TO PROYF_CTED. g". ," . ,,. . .._ .. pp t itS.,Fm TYPE xS : : : 7z e.-zb 9.z 3:5-: 33 b.25s" J3 3;a• a,3 „' "" OO,S UD :." ', GE.DISA CE BLEF OOU 0, M r. .t si e-7:U: nl• r; A s. i j 2- SCHEDULE 15 BETREQUIRED FOR 5 A WITH ACCEPTABLE, POSITIVELOADS ONLY. " ,4 , - s � -... .. _ CENTEROF NO OD STU X:4 LL BE' O D T f E'D T N 1S R DEPTA -ORW {f W BaTI;4M'n[xINR , RE4,1 jj (. ➢.. „<• _,,. I. - , INTERPOLATION ISETV1EEra LOADS IS ACCEPTABLE, OTHERWISE U$ NEDrT HIGHER LCGwN TYPE As r ?'r,BEa. :�:ll �s^; FRAMLI4G), 1NODD STUD'SH:ALL BE'SQUTHERN ➢1N" 3=0,55 OR GREATER DENSITY, LAG. SCREW S OR uq•o} }:W 9.�, s SHALL HAVE PHI11IP5 PAN HEAD OR, HET: HEAD., ;fi � R,�.w• Tu 1r1 r g S $. ¢ "J 3. FC£R INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL i . 3 11. RECHEFIr E ANCHORS ARE DEWALT PANELM EN ALL -FONTS OSOLIE-SET &BRASS BUSHING A `" ➢" s-crrx_'.nr.rr L-. FACILITIES INASTMWINDZONESITHROUGH3.THEGLASSSEPARATION C4Nn E9EAg"ENPr re L2- MAU¢NE'SCREVJ5. SHALL HAVE 1j2".MSNIMUMENGAGEMENTOF'T1iaE4D5INTO THE BASE �� IURNNIMMI LLJ .F ;.,' RNi 'IN:tr_.:,, I.'S11-1L.-11! 1c, wrLY. ..'.... WPYRRMPNNLrBNMNfeOrE 1, al _ iENSYR£A.N,.ItuRba f,3N1N8NrINe4rLWMAt4 (SIDEWALK ) SCHEDUt:E 7S NDT RE INFO AND NO MCNIMUM SFSARATION FROM ?TIE EAIm AANCPFtE SPAY-rNu.BF nA1 A" 13 MR AND: MAY HAVE EITHER A PAN HEAOr TRI155 HEAO.r,DR WAFER NERD ERWALLFI SITU . N',O. N6 PROTECTED OPENING IS REQUIRED, rMn i]ov Rz4rw on valkEGiYEN IN IV ER- ZD-Ili sf 15: MINIMUMIGNATES ANCHOR R CO DGE OISTANECHA RE NM STUCCO ACCEPTABLE THER WALL FINISHES. 2'tT'�,�r1.Jr413 t^. , eNr,lThsrTrrar x-�r.rrr_,I 2fl,�.1543 sm T net L' • - vnloD FRaMING tANN, GT -CENT a1 EAN _ 'L9: DESIGNATE: ANCHORCDN IONIS- S WHICH ARE NffT ACCEPTABLE USES PAN 5-ELI D RY' LE DIRECT MOUNTING CDN DITIDNS: Ae! - v - , .t- •p' Eat ar4tcex�a°- FOt2�3 FiNElt 1 LH. SHEET RPOLRTIDN LS NOT PERMErTEO FOR USE WITH THE RN DHOR SCHEDULES L35TED'7N � P , r n 0oA0NALT4P/BOTTOM CUJSURE,➢_ TAR ,r^. W V 10 Wn n I N 4 - -x 243L i a•PRF L'J i. THIS SHEET _ Z OPTI4NA1 EGRESS PANEL DETAIL -5 l,5 L { ,�fV�'M 1l 141MIN1 F%.tR9N- ( ,1• I a xmrwv H[r,xl v J .rN ^ { n nl L OPTIONAL INTERIOR FASTENING DETAIL _ _ "i INTEatOR➢ASTENtNG � _ N.T.S. Z J Y1 SHEET NO. SH 1.5, F C