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HomeMy WebLinkAbout6629 Bar S Bar Trlb Ei m in 0 cn- 0 0 M 0 J M O I m LO LO Cr C) 0 0 0 0 �i- rn N 0 I F1 Ln Cr c an .n L= Y 3 a N N / E IE v a a U v c U CL a`. U .n z I Y / 0 0 J a2 EZ CD P\M N 0 0 0 n- N N 0 M N a� v 0 Cn 0 m 0 P,Euo V EU AUG 29 2022 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galv. Galvanized RN D or Rind. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P. L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh, Plant Shelf WIC or W.I.C. Walk-in CloseL FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 4.0 FBC 2020 CODE UPDATE 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS - --- - -- F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS - RETROFIT DETAILS -- - D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N 0 l` O c® �- Q m X °^ M U- z � C> 92 v) +� (D u C.. .. u. W (,_) t1 wow W, , ;a LLI CV CV 0 N CM NO CD v y IN o F ;� r� � l 3 0 -- r (' _tea s ,, t V. ° �_J ,�; 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. LO H o 00 E 0 Q O M 8 N rN ik N cm, Y 0 � n oo 5)4t Lu 0) torte-- w a .g r - a. , to In ,5 CC L _ LL �i3 0- Lu � Z @ O @ o o w Ii '� & (p m 0 J W a��rn°i ¢ ca a Z N MZ �o IL IL Z p V U w W ❑ ❑ ❑ z N M 0 0 CO z N Z � d J ct ,� r M V) z c� o +� LU U O—� w o U W J z y N Q Y o M� W co a z Q ±= E ECU 0 w0 o 0 u z YN Q ? Z© oa XO U p °a o N N L a0 Qz j wz rp ¢ 0 m o oM C O � U d N W ao �-, o w ° o c z< I d ti °3 0 c 0 —17 J LO LO a� rn d CC F- � N O L = O O TM Y U 0 W m �I +-+ N o O N_ M � LO Lo Q T r N ui N o Z CC z E Iu m a E ci � Q o C: 31 JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. C S �-1 3 v J m LO v cn 0 Q 0 0 0 M O� N 0 I J m 2 0 Q 0 a J rn N 0 LO LO ;v v c� 0 a 3 a a N 0 x v C a i L� V 2 0 C w 0 i U z I i a +U J CD ti C) N N ai O 0 0 a N M N a 0 Q m v cn r 0 OACPAD A S3 TYP @ 1 STORY 0 O00 E v5 00 CD C> LO PATIO 4'-0" f 2:12 SLOPE CEILING A S3 TYP @ 1 STORY 115'-88 OWNER'S SUITE 8'-0" CLG. CARPET (3) 2x4 #2 SPF w/ DTT2Z 1.00 0o I N 101, 1 4'-0"1 I G I � I I I 17'-1$' I CAFE I I VAULT. CLG! I CARPET I M M M )------- I i / / N iFAMILY RM / / 15'-81 VAULT CLG. CARPET / I w O co �z (n f w / I N U / �illwf, 5-SH 16" DEEP AHU 25-SH EGRESS CV BERGLASS o� JRROUND N `1 FIBERGLASS 1„ 52 y - SURROUND -- 3'-0" 1 U-4" d 31„ j O M 1p 60"x36" "' 8'-0' CLG.SHOWER- ¢ -�I _CLG ��-- Tit L C 00 I BEDROOM 3 00 N 4 8'-0" CLG. I 8'-2" I Col 8'_0" CARPET 6 2' 1. 1 4'-2" �sSQ CO 1. I . C. I 2668 d I 8'-01, CLG, 1 4068 B.F. CARPET ------ ----U I �; - n_ �� z w 166 z ----------- N R&S R&S LoE ZI -'I----- H AT T-4' 2x4 SPF FO E R d' 8'4° ii> w/ DTT2Z w/ 6-104-" Z 6-8" 9'-6" CLG. S3 OPT. � __REE._� N A S3 TYP @ 1 STORY F.F N G. 46' BUILDER TO PROVIDE I APPLIANCE I iv PROTECTION WHEN W H O REQUIRED PER FBC 21-6.. ' -e U) O (14 NI _ x�WU I O 80 L9 Q 1tii, 1 I K S3 1 11 / ll I 6" / 11 I -- EDGE OF SLAB 2" BEYOND WALL CAR GARAGE 8'-0" CLG. 20'-77" VERIFY LOCATION ELECTRICAL PANEL VERIFY METER1 LOCATION WITH BUILDER 11' t) T � 4 C N�0 w BEDROOM 2 V. 8'-0" CLG. CARPET 31 74 TILE O w O 0 t- O l' TYP I I @GARAGE I II I I OPENING I I I K I 1 I S4 I I ----------- I H.B. I I I I I I I� I I I I m 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP) r\ CV N I_q 49 60 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 114" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25' S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX621 S.H. 16 20 X 72 18' X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 � S.H. 1 H3 27 1/4 X 38 J 26 x 374 S.H. 1 H4 27 a X 50 26 x 50 S.H. 1H5 27aX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37 a X 38 s 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 z X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 T WIDE S.H. 32 54 X 26 52 ' X 25 � S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 ' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" (A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �Q +28.3 / -37.0 O +26.6 / -29.1 +26.6 / -33.5 OG SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - E L E V-VR al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING RBLOWN- BLOWN-IN AT EAVE) (INSTALLLL EA SCALE: Y4"=1-011 GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) h 0 N, 0_ 0 �^- NU_d -0 ® 6- 0 M (D A.- fU (n r U2 Q. 0 t r rC) Q > > "' a_ LLJ , N N O CV M iz �f 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. P/9 Fchi � O M 0 n E � V 3 ® J 5 C? U)*"w tP9 Q cn ry -0-J W a Li. CL NMV 4 0 CL M M � mLLiL �i a W S J O V z Mc: OG -_ o O w co M o W :3 V) ¢ ¢ UM Z a N M z � t O is 00 U � (0Z ❑❑❑ M � N Q z03m � o Q -a - M ti �U) (D o LL 4J u O W -a) t/) to .) A- u _ E I G Q o 2 ty m 4m o w Za FV M a o z QE _�� E: 8 O a U O CU o 0Q C O E N � aF o ao ¢ o a z ¢� s ro C!? c o 2 mo O X c N -'�Z o 4 Zo Q U a �w U w <1 = 'O o � w¢ oQ a ° L M ,-..L0 ~ (0 O J 0 M 'IleC) W ¢I O N N O Lo co � IUD r N E T c (V O Z m z :3of E Oco c m0 a E U � _0 Q p c � JOB NO: 22-02394 SCALE: AS NOTED SHEET NO. 1 M J ¢i LO Ln L v o- CI) O 0 CD 0 0. N O m L� rid v C Q C) O J OJ N O I Lc-) Ln 0 _ Cn O Q cV cV N / d N E 0 a v N N O V v 0 U L z y I Y c 0 U J rz M N A 0 N 0 N v 0 a 8 m 0 v (D o DW KITCHEN ISLAND O M O M O N O c� OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w > / MEDICINE CABINET �t C) > Zy > CO M CO co i i Lj�/ HOOD Lj O c'M Cfl O lV O c� 0 0 IEIJUL� 0 RANGE 24" TOWEL BAR ON WALL ABOVE TOILET 00 TOILET PAPER HOLDER — CV FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS RODS Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWELBAR a ON BATHROOM WALL SHWR, a 0 VALVES w C)2 1 SOAP C 00 CD DISH U I O C) I 1 _ co M O TUB 7 1 BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY MIRROR X 9 Xl En OWNER'S BATHROOM N INTERIOR ELEVATIONS_ 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER I le 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 00 LL a `0 0 2x rr >- U? 00 FRAMING E- CV) 1 /2" GYP �? BOARD — r FIN. FLR. 2x P.T. SHELVING CABINETS - rICV 1'-2" o C) I M CV ISLAND COUNTER 0 00 Co 00 F, � o 04 N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 N Q O co m X U- -0 o C N M p (� N O c QQ; U W w, �`•..LL� �� r�o CV N O N M N t; J 4 �Moy A6 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. d '00 i/e tQE 10 O N O J CV , O�,V -, Z5 J LL vlL _ C 7 o0 U) :k W IY) rn LL w a M 0 N dj �i N N W LL a � = marn 3: — ;e 0 03J � @Nco � O J �C'O LL --�Lr)a N M z � y 0 LLML Q U U U !) Z W DO❑ Z N O O O Z m N z o dd J — 0�N r M Z -0 Vn W o i•-•j en - fCj w � U w S � C w �Ln U � — 8WIN �.. t _ L N U o °J, C U) Q ° N �� co Jz w M M p Z U E 1= Zo ZN zCL ® p E N XV O Q o o <o O V 0 < E Z L ¢ ¢w 03 _ C ❑ Z m g O Zr 4) m ¢ w N 8 Z g° a Q mF W (> oz x3 =LD aF _< 0 �C:) _ �- >LO m cc CL co C:)� p M 0 Y U) m (.0 m �I �--+ N No C:) Lo N M C� LO L Q r N T N o Z z E m d 0 0 -1 Q p JOB NO : 22-02394 SCALE : AS NOTED SHEET NO. 2 N f71 00 Lri L v v N 0 O rM O Ln mod' O) N O I m v N 0 O O J `sF M O I N L(i >u v C CCr O G -0 Q N O a E d E O v N .Ji ry 4-L i O 0 U v w 'o a U i m z y I Y i 0 Q 9 ti N M N 45 15 0 0 a CV N pn N N ti 0 a m rn 12 5� 3 TAB SHINGLES. ROOF - - INSTALLEDAS PER MANUF. SPECIFICATIONS — — — — — — 1" x 9" SMOOTH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HTEXTURED EAD/BANDFE -7 11 E I ❑ ❑ FL- FE-] ■ ❑ i ---- --- �������i-_ I 12 5 1'-0" 4' RIDGE VENT 12 FRONT FRONT ELEVATION - 61 i SCALE: 1 /4"=V-0" 18' RIDGE VENT 0 00 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS i�J --------- T.O.M 1'-0" TEXTURED 3'-0" TEXTURED C MENTITIOUS q CEMENTITIOUS eo FIN. ON C.M.U. 0°'! FINISH ON C.M.U. m (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND F.FL. --------------------------------------------- ------------------------------------------------- ---- - -- --- LEFT ELEVATION - B1. d F. 1 1-ntl 21-011 jENTRY COLUMN DETAIL SCALE: 1 /2"=1'-0" FIN. FLR. REV. 09.24.21 O t` Cl) CO M I- 0- L M C:) CL) zt— U W 6 i `5 0 > d rn-k� l N N M N O a ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 10 f` E r F O O00 M (O r N O CI J LL 0 o0 ai # W r-- w a Y QjM� 2Sz I � +i JLLLL 5 a � d' Y Cc) t N 0 S 'FuNtD W rn � O' O' a N C) W�o OUv1U) z tu ❑❑❑ Z N M O � � O R W J r E3 aNi N Z � � o I v 111 N r ' � (0 0 w o N C w wa w � — E 8 a W f x� N (0 u to � i+ O w mm< Cl) p z LL E zo os a Ery Q Z® � K O� 0 O O N L a F p wo E 0, MZ rw rt} z Y U m g O o , Z NO Q W } w zo U Q ¢ a C-) O h }o o co w ¢ a �r zIE ° 3 0 �O10 = J LO LO rn m cc ~ CN (d O j O O n� !!^�^ Y Vl m (.0 m ¢� N o O Lo N M L() Q r- N r N M 2:1 CV O z Z �; E O ca a. E U � Q n JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. 3.1 7 3 m u<i LO O 7 v N C' 0 0 J 1•r] O I m LO L0 60 cnCr 0 a 0 0 J ` O] C-4 C) I Ln L O (n O -93 CL rn C Q i v E ti E O L v C J y U— O c O Ul y U N d U a z N I i c 0 U J N N N M N ci O q O n. CV CV NO N N N N Q m 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —� 12 5[�:7 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —16'-7" 6'-0" L EXTENDED OVERHANG TO BE CENTERED ON DOOR 18' RIDGE VENT 12 5[::::� 12 �5 REAR ELEVATION - 61 4' RIDGE VENT 12 zz:::�15 SCALE: 1 /4"=1'-0" _ T.O.M. HDR T.O.M.• -- -- — - HDR HGT. 1'-0" TEXTURED o CEMENTITIOUS TEXTURED 3'-0" 9 FINISH ON C.M.U. °D (TYP.) CEMENTITIOUS io FINISH ON C.M.U. (TYP. ) F.FL.------------------------------------------------------------- RIGHT ELEVATION - B1_ SCALE: 1 /4"=1'-0" REV. 09.24.21 Q.rm X U- 0- C:o M C: cn Q • .' W r 09 ' C_ �t �L N N O N N CV 0 .; E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M � F O Ep Q O Co U N romp 4k N N L1 # J O C J 0 ' N LL W rZ - fA r/i N r 3� LL 0- d QojM� N 3 ' � LL U- 3 a U (rj O CILw Z m v O a �.`-°o o w ���N10 W g a Z LO M z W cn O N ZOU V vOi 17,7113 ❑ N M O O Z 00 O z Q � A 2 L-U M Um w g �O N � .J L U � f- J E m � N U 'o 0 N O co M a o z J U- QE zo o wz ZZ� o ¢N ?® CU XO 00 Oz O E CV d� wiz o ¢o wz K , ro G .0 m0 o y-%- QJ U:)J hz OJ Q W �m U)¢�� En N Ct w o zz Jo az ww W �' wLL ¢o aLL �3 Jw =r o w< 000§ >O a V z .O C O i > J LO rn Co .--�LO Q 0 :0 C:) ''A�00 CIO co co ¢� a--+ N N N O M 0) LO LO Q T r N N E C O z c6 z � vi E 10ca C 0- E U J Q Q J JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. 3.2 I i --1-11 VARIES 1'-10" 12' CAP CAP 2" *NOTE: r iv O O `' V 1" RADIUS N FOAM TO BE USED _ - N 0- ONLY WHEN 1/2" RADIUS M CQ Nco 2° REQUIRED BY ^ `IN 3 1/2' RADIUS f6 LL- j3 = 6-- COMMUNITY 3/4" RADIUS 1 -54� �I� �- N 1 00 SPECS. IF NOT, `y (V p 1" 2" OPENING VARIES 2" 2" DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 11114" VARIES -IN 1' OPENING - VARIES V-4" 1 VARIES _ 0- 9 2" 1 � 4,� r 0- 2 a M 7 i2 VARIES N SIN a � � 1 1/2" RADIUS 41„ 211 4 4" 2 2 1/2" RADIUS' s 34' 4,, 0 LU CN N •d• IN 00 M tp VARIES 12 32 11" 32 N co rIN 3„ 2 2" 1, 1., 1" BASE • BASE T 4�� ��� MIO 1 1 4 4" N I • o 4 y N M N N o ., "NOTE: VARIES 8 2., FOAM TO BE USED 3„ ONLY WHEN w o REQUIRED BY COMMUNITY 1" Es SPECS. IF NOT, �N 1" OPENING VARIES 2" ill 1-4 m DETAIL TO BE 2' 2„ �� , v7 :- io BUILT W/ STUCCO. 2411 • EDGE OF � OPENING Q 1-112" THICK 1-1/2" THICK TO the best of the Engineer's knowledge, information and belief, c O the structural plans and specifications contained within these N drawings comply with the 2020 Florida Building Code - 4" 101, fM Residential 7th Edition. Engineer's signature and seal is only for cv the structural engineering portions of the drawing pages bearing 0 101, 6" Engineer's signature and seal. N 4n Q> Q> W2QVQaz_WWJ LL�rn0 co°NU' ❑ZNQ ❑caf\n' ❑W_04 U-a Ua Zpmo 'aon O � w rn 24" 3" 2 of c' Z N oED LL NU�v Ovv IL Z co � z 1-1/2THICK 3" �vY0ai LO 0 21„ o 0 0 4 � � m QQN 2'-4" _ 1'-10" � J = 1„ 1'-5" 52 1, 7„ 4" E3 52 N �-r— — M U) 51" 1'-4" 3" o LL LO IN - 'IJ Cf3 "Cr ' a" 1" 12' VARIES VARIES �� c g c W w = E t SIN i L zip... t VARIES VARIES c 01 • Q � cV SM r4" 1 8 1, �11 w ch �, < z w z6" 4" KEYSTONE F11 b KEYSTONE F11 CO ^ u w o z N o- 32 Q� _ 6 n w N iu ��' �� OPTIONAL OPTIONAL CL E p o Uo r� r--------- �� ca E Q o p - I N N ~ oa =u 0 00 - - _ - ^ e a �¢ `v CO i '46 12 44 CD R44r„ 3 , N < o w 3" 4 3, d It m -� 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4< " M 16 a a+ M 2 NOTE: �z z tZ oY o yo > • INSTALL OVER STONE,TYP. N aw z82 o Q oaz • FIN. TO HAVE TRADITIONAL < LOOK & SMOOTH FINISH t> 3 aE � o � VARIE V • : • • FOAM/ EPS MATERIAL IS , z C ACCEPTED J c:) O a= N NOTE: r 0 3 c • FIN. TO HAVE TRADITIONAL LOOK & 1 s 1 1 2'-1 ° 1'-4" .o Q J SMOOTH FINISH 14" V-64 14' 12 1 s 2., • FOAM/ EPS MATERIAL IS ACCEPTEDLO 54 1'-12 54' > mzt 6 a T-8" 7" - m 4" T-0" 4" - N Q c7 y 1 101, 1 4" 101, o N T CV CO CO NCrO N - Y ° CD J1O 1 " NLZ m °° 1 Q a--� N N I N O r N � 04 cv ,_CN N r ui o - -E E z o • 3 CV z E p N MST 2 E cN a U J Q J 1" R70„ 12„ JOB NO: 22-02394 N SCALE : AS NOTED N _ SHEET NO. GENERAL NOTES: N M Q • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 mWX "J• ACRYLIC SAND FINISH 0 m r L0 v C o 0 0 0 r"') O 9 M 0 1 m t2 to to 21 rr c 0 0 0 0 O I to i O CV/J 0 o+ 3 a N O a E E 0 S 0 v C J N 0 U v 0 rA CL U 0 U 7 z N I 0 U J LZ CD [V as 0 0 0 d C14 CV 0 c`J 0 0 rn rn ELECTRICAL SPECIFICATION INDOOR PANEL CENTER NOTES: #14 copper to lights & outlets SINAI 2r1 I I N0 AMP #12 copper to 20 amp ckts E�,/�Iv� ELECTRICAL CONTRACTOR zooAMP' 10 r( l��rt Y r_ 11 #10-2 copper to WH MUST VERIFY WITH THE 10 0103 copper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN 2/0 or 4/0 SER Alu O \' 200 ampf 14 2rt • R 150amp `I UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground A BONDING #4GROUNDINGWIRE NSo TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND QO 250.52 OF NEC 17, GENERAL ELECTRICAL NOTES . 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. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PEFW, 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 jR 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 TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. VEHII-Y ME I ER LUCA I IUN O THERMOSTAT WITH BUILDER ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH / \ & J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" W C r__ 0 m X NU_I -0 O 6-- --e CU 0 M -�N� Ccr- rry �r J 1 0 < - a >�'-2 Lu N N 0 N C'7 N CV O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LO t` W v E ti 4 (D 20 `ON m N N CV bl W LJL v C J, E c i ® ���� sbu`w w a N U) r- - QajrNiv LL a he J LL CL W o _ of o 0 7 CIS(V CO Q' O J a Z co Z X (00 ILW N ZO U U .=J rii W ❑ CJ CJ �n CD z 0 z � N Z r= Q J a � N h U) V) z M � o Cn f� w m OLU o V) w U = w U o � c a' Q m N CM O w C+O-) CO ¢ Zo Z < U_ Q E E: S N �o o o� <R za co O E ON <� x. �¢ ao 0° orr aZ w o it . L =:, fu CO ¢� oY U y 0 D� FO z� Z (U G W ZZ dOU � Ott LL K0 <o �w S� — O O a w¢ 0 �o a NJof O zz < __ OUOU �i .o C O i ` J L / m C1.. j M C Y O U Q0 mCN m ¢i O N N o Lo M LO Ln � r N m E Z CV o Z Z E O d E U Q p c JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. 4 3 'O 2 J m V7 r L0 v v rn 0 Q cV 0 0 J rn M O I m rn 2 v rr rn 0 0 0 M 0 J O I N L0 LC') i v C Cr rn O �v+ L Q CV N O G E H rn v E 0 v C J tl L O U OO C U rn U N O U z I Y / C O 0 U J O r7 N N 0 O d CV N O N N 0 Q 0 m r� ROOF PLAN - ELEV-B1 SCALE: %4°=1 r-0" o ti 0 co M U- LL cv � O'� C(U 0 C -N N 4 r 7 (� w f - wf C- c, 0 C U U' N N O N M N O G. E. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H � W f� �prr E m O M 8 N r- Xk N # LL V ® CDC LoWcnu;.=7k W Mdai r�4�r�__ _wa MarL � LL- Y Ir 0 IY M T0 o _Z r�� O w WCD IO' Co Z ILZ 00 a N Mz =cn0 O U U 0) W 13 ❑ El U M Z N M 0 0 z z J (/)V) N M Z (D o W � U � 0 N �N W o � c � U7 U ~ J pEo L V �V N U =O N Y 481 log O M w Z M w ¢ o U- E z o Q O > 4 Q E OU zp oa ou 0.&¢ R0 C)0 °o< o E o Mwo L¢ ao az J w rp N`Yzz z Mi m O z m Q W 2 o Z Z J O LL dz mw W 3 <0F ao o1 '= - F 3 O c� co V z a C O O ` J LO N QI CO cv) O O Y �CT^, Y V / /O0 W m f-J N � p N coLo C3� Ln LO Q T N T � N o Z z E Q y E 0 v -j ate+ 'aa Q o C C C JOB NO : 22-02394 SCALE : AS NOTED SHEET NO. 5 C c a 3'-8" 3,-58" 2,-63„ 6'-0" H.Bt 1 H 3'-2Q„ 2, 6 4' A TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■a ■ ■ . .. co t _• 1— 1 I I t { - — -- — — — — — �- -11 I N I aP in 2'-9" 2'-8" -1181.11 I I:: } I I II II•' 0rlll L JI I � II II. tl} ^rn I ■ o ( _ Moo HVAC CHASE I M II II: IL �JI. : '.'.' :::: )` 3 - iI N ��tf tl �j)1 } I I o v in co \ ` I J// 11I 10'-10$' M = LOCABASEDTION ■: CJ HlJ — CJ CJ CJ I2'-6"x2-6"x1'-o" W! (3) #5'S E.W. 17'-5Z" 36'-6$" I I TYP @ 1 :: ::. ..... STORY U.N.O. ■; _ _ 0'" -0 l ^T� A —G J..:.'.'.'.'.'.'.'.' r 50 10 ...::::::::::::::::: ::::::.... :::::::::::::::.....:::: I S3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FO TOP OF CONC.IPAVER TO BE4" 3'-8" 4'-4" I ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR, '— — — T 15" 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 s 4'-8" PROVIDE %2' x 9 %2' 2-6 x2-6'x1'-o" �' L N 1/2" I MIL VAPOR BARRIER I I RECESS FOR FRT. DOOR W/ (3) #5'S E.W. I 3 1/2" SLOPE, S3 c;l CD — — I— — _ — — — — —' — in - o CJ I III III D.W. III I, N i �� ■ t_-- STEPS AS I liI III ■ ' I N I rr ��I j ,W.H.� _ �� K CC CC S3 REQUIRED I PROVIDE 1 %2' RECESS I III III II L JIIIo f„ PER FIELD FOR SGD. REFER TO — II u 3 MASON'S SLOPE FOR I IY I' I �„ T-42 7'-12 x w M CONDITIONS I II III : • WIDTH io 9) LO 4'-0" 25'-6" 11 LL =_ 20'-6' N I I I 1 EDGE OF SLAB 2" I (2) #5 VERTICAL x R N f', BEYOND WALL BARS KITCHEN ISLAND LOW WALLS K S3 BUILDER TO PROVIDE I J I ■ II SLANDCHASETO , APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC I INDICATES FILLED CELL 3000 PSI 9 w/ I fi CJ fi-CJ I ,°c A CONC. GROUT FROM FT. TO BEAM :: II ao S3 VV/ (1) #5 REBAR VERT ABOVE SLAB 0� TYP @ ALL PLACES SHOWN ( in TYP @ 1 STORY U.N.O. ( HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT, ABOVE SLAB "GRADE 40 ' ' ' ' ' ' ' —1 V — t ._._�.__�_��. -3 1/2" SLOPE' I I F —a STEEL" I �P V I OPT. D I: I I I I i:' I -- -J (2) #5 21' Of ," 4' 6i6' I [VERTICAL BARS C, 2'-6" x 2'-6" x 1'-0" 10 I VERIFY LOCATION W/ (3) #5'S E.W. ELECTRICAL PANEL L----`-----�— --------J --- --I_ —_-- J ■ ■ . •N ■ . ■ ■ ■ ■ 3' A TYP @ 1 STORY S3 U.N.O. moffm= VERIFY METER LOCATION WITH BUILDER I� FOUNDATION PLAN MONO - ELEV-Bl_ 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 V :El w a 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. 0. • ; •' —Alternate: _ The reinf. bars shall be ;; ��;,; ;;;, ;;;; : • ;�,;;; cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" O ti O c_ C3 X N tL1 LL (Z -0 CO , r- C` 1 -C tz C-C- _E ' Q" O L (.Q i (L) a .Q? (D 3 > - O o LU GV N O N M N CV O r s1 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 Engineers signature and seal. W n 00 o E 0 AAft o c� N a '* O J O N j• N m O 00 N in��y�'owa � y In J w w a � Z rn Z fu a. 3: I-- _O o w fi N N CO L J W �QjO7 d¢a oZ co LL z J a N Cq � rn 0 U� ai Z OU ❑ ❑ ❑ N th O O O z � N Q J — u, U M V) a c W Ut 0 LL 4-1 VJ W � � U O w o t!1 � W N — J Ep LU j VIA•. C-) o c a Q 0 • ®0 (:D w M co ¢ 00 Z Q _ CO- E E 0 w� Z� z® Ico — OG z U 2¢ wo �O t 0¢ wz CV o 2Z L m C ¢o z2ZZ pY m0 Z, aw z Q Z�<0 Row " ap ow �r r3 O Jw =9F wO O Vv u¢F 0< z a z 03 .o G O = > d' LID LI / � m cc �\ C7 co Cr) O O Cr O T � /^, U U / M m al 4-0 O N N O U-) M LO < T N T E O Z E O a U Q p JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. 6 m LC) `v cn 0 0 0 0 J M 0 I m rn In v cn 0 0 J D7 N O I N LO Ln P v Cr c �C 3 Q N N a E N E r LZ c N N y V v y CD .o 55 U i z N Y O v 0 J N M GV 43 0 0 0 a GV N 0 N M C N 0 0 V) E' co 0 SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO - GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.- W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING l� GE15 FALSE BEAM SCALE: 3/4" = 1'-0" I A co Ln U U U STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GABLE END RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft a AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 I I GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ---------- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.G. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: ' I Q I I G) I SHINGLE: Y16" EXP. 1 (24/6) or 1Y32" EXP. 1 (32/16) I ' r r I©r I TILE: 1%2" EXP. 1 (3�1'6) I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IV32', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ a a �- 1 �� ; 1 _ _ CJ3 CJ5 I N a o a O a a ¢ 'i Q Q ¢ Q - a r a M Q r m m N CW`3 (3 m m m no m I °. I SIM GE1 _ FG1 18 D1 EJ7 I (2) 2x12 #2 SYP WD. BM. w/ FLITCH PLATE. BOTT. OF B SIMPSON HU410 w/ (18) TITEN EJ7 1/4" x 2 3/4" & (10) 1 Od NAILS I EJ7 I EJ7 EJ7 I EJ7 CJ5 CJ3 cJ1 I� EJ7 I EJ7 EJ7 EJ7 X (2 X EJ7V I) I EJ7VA II I c EJ7VA C7 T ¢ 2 X () EJ7VA L, CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V EJ7V IN I EJ7V � I I I /7V 11 IL > > > M Ln U U U VA(2) TYP A ua cv r- U U U (2) A 1 S5 TYP. BM TO CO. CORNER 7/16" OSB A. @ 6'-8" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A M ETA12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 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" SIDS 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 518" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 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" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8 - 10d P HUS26 1320/3235 ** 1335/2820'* 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 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" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12 EMBED w/ SIMPSON "SET" EMBED wl USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 6D SINKERS& 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 - 10d2 SP2 1010 605 - 11 Od SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY CARRIER 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) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wR 2 PLY CARRIER O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 54' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. x CONT LEDGER cco 10 70 UJI o C. 8 CW4-1 V) oil cLO o (Cn 0 CO Lo 004 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: Y4"=1'-0" N 3 -a J m lrJ Ln tC) 0 c cn 40 40 M 0 0 J -d� C14 O I H3 m t(i v7 L0 i v N 0 0 0 J M 0 1 N r') 0 0 0 -n Q rn c 0 3 FV- Q N O N E 0 S a G C N J M E2 U v 0 UI y u a� .o a U z y I Y 0 0 01 ti f N M CN at 0 0 a C,4 cV O M N N _U.+ 0 Cn m to 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 L/360 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + 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 8F8-1B/1T 81`8-013/1T 8RF6-0B/1T AO © © O O 0, O 8RF14-1B/1T 8RF14-0B/1T © O 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`3216/1T O O 10 O 8F16-013/11' 8F16-1B/1T O O O O 8F20-0B/1 T FORM &GROUT SOLID v I. IY N Q LU U 0 #5 BAR CONT. 8F12-1 B/1T O Y' LINTEL DETAIL SCALE = N.T.S. i IN an Im TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16- B/1T F- J 0 Z tNOMINAL L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c'r prf ecast lintels = 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 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5RE13AR MIN. AT Q'D (1) REO'D ,/2 CLEAR ALTERNATE POWERS STEEL LINTEL a e A O A a G .M.U. #5 REBAR AT TOP - :^, e` n GROUT MIN. (1) REC'D 1.1/2" CLEAR 0 A a c a � to 5 REBAR AT = U i j 0 BOTTOM OF a to z W p "W-BOTTOM LINTEL CAVITY o W 0 toy LU w - E REINFORCING Q rr ¢ C7 M 7-5/8'ACTUAL PROVIDED IN LINTEL Z LL p w Q - - b 3: m D #5 REBAR AT BOTTO ' NOMINAL WIDTH (VARIES) c~» u) = a `, L 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.I 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 O 4'-0" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: )/4'=V-0" U CV i m X M lL CL -0 C (o O W ) to E 0 sflfl`\\ Ca {D s r -F CV N O CV M N GV O .. l Pr 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. CD W V E r- �" o o 8 ,+ V c: J LL 00 o tc') 0)is: LL W W �r.u0- N o a - t Y a uS C � LL ii 3: to_J Z L @ r O 'm c� cD 10 O 10 t- Z Co a N M Z Q. Ln O ILU O U -i!q Z Q W ❑❑❑ 04 Q N M 0 00 Z QN z o Q Q y J N Wv) 2f a `o u_ 4-1 e;3 (a w � 0 a V O w o I� 5 N U c w � U o °N • C (o d Q N 0 r• O c w co M J n o c z Z ll- 1? � o wz aN o a U � �� a� <z oo O¢ z WH N o ¢ w 1 ���oz o .0 Z Cn a)mm ¢ b ¢w z W ca Z =o U LLO. a nw W ¢0 aw =3 Ow Y < '0 V zIa ° 3 0 `G = J L Q Imo- (� CO O O Y o m m � <� O N o '� M LO LL0 E .� 'E o Z M Z E O m a E 0 � ¢ o _ JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. 8 17) E3 m LO v Cn 0 Q 0 0 J rn M 0 I A m L0 0 9 0 0 0 J 0 I N v c V 171 c tR tR N N 0 0_ E E O x v C G J N LZ in U 0 c .) UI V a� .a a U i z I i E O v 0 CV 0 N a� SIN 0 0 a N 0 to NGV v 0 V) 0 m a� v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 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 1. 2. 2 UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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: 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, fly = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 3" 1 Y" X 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 x6.0 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 Prn = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4,4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4,8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgrete overpou� and mortar along the foundation perimeter must be removed be ore exterior soi 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 Ra licensed pest control company before a certificate of occupancy will be issued. e certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-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" 11/" 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. > 00 ti C1.1UN �m>< caU-a �-- C) - (_n `- } in y £� 'a) (D f Q J N N 0 N M N N 0 „s - 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. M $ apt E O C,)8 - (co Q 3 U-) W 'n 3k LL w (A U) I-t` ° No w a a = �� L. aw. w �Q Z O Z .y L ° C,o W j '� C C > w 2 0 J W v)�O'O' d a Z N M Z ILa Of y O z O U U N W W ❑❑❑ On M � Z N M O 0 0 z Va z o Q ? J Q r M � z U a W Y a U w o \ �U N (tip c- cn .�L U W J 8 U ) N 0 ® 0 ry a, Q o N � sm O w co O z a g U E zo )� Q E o w� Itu z6 00 °< o (a N a� <1. -z � w L o ¢ o mg .O-. c Y O, Zz _ N a z N ii Q p Z d z �w W T � U w� ? o _ F I: az =3 O w¢ ap =�a ° 0 c 0 I In L0 rn m Q N ca O j O C:)V j (CT Y r m m ¢1 O N O L N c M U) Q r N T E c N O z Z = y E % f0 m E i a c a cQ o JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. S N I TT 3 m Lo LO v 0 0 0 J rn N O I N m r LO 0 0 0 0 0 rn N C) I A LO LO v Cr THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1 CROWN) I........... �.....................�..... 1—'k..... �.... . 14 �� WALL SHEATHING MAX .. , STAPLES @ 6" O.C. VERT BETWEEN ........ I 16GAx1-1/2 LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O 0 0 5'-0" a - c� STUB -OUT FOR 1'-0" o CC, METER 0 -' o U O CV 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602,0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONST:Z;! (Not required if both load Filler blx x /� 1/8" gap / N1 FILL CELL STD. 900 HOOK BOND BEAM w a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max 4 max. Clinch na when possible ils 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than tsnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) I Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" mc. Provide adequate bearing for each lapped joist. Odnails SECTION @ 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) \\4[ 1; DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration.— 6„ A 1 2' ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" s l'-3 11'-7' s'-tea. 24' 2�-9. 1 30 3- 7' fi _16. joist 12 1.-W T-'i" 1, . .I, 2.. T T 1' 9' 2-4' 2-11" 3! 7' #, Z. 4-9' 6-4' 16 1--a. 1'-v 1'-Z 1 2,° 1 a " '-6'° 3'-�' B'-10'° �-��. �' � -4"' T-2' 20 1'-0" T-T' -2, 1-2' 2-G' 3--C 4-9" 4'-19' B'-11" fa'-11" 7'-11" S'-11" 24 1'-0" T-, 1' ' 1'-3'° 2-6" 37- 4- S'-10- 7 2' 0-4" 9-6' 10' fv' 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d __14" 2-8d 5-8d BC16000sRD BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d _ 5-8d 16" 2-8d 6 8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d7/8 BC190s® 11- 3-16d 3-16d I 14 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/81 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 1111 I I II I I I II I I=1 11= — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° v SEE PLAN FOR °• a . • FOUNDATION INFO ` a' STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o " depth I -JOISTS BUCKETS N.T.S. GRADE 4 r-REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING. MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® LOCATION OF SECOND H10A (WHEN SIMPSON H10A ° REQUIRED) / 18 10d 1 1/2" w ( ) x NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d" a d IIIII-IIITIIIIIII ' I 1-III-1\ • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE c a . 1- 11-I A—=—= .I •d II .. l�lllIT SEE FND. PLN. SIZE & REINF, PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE—\ PENETRATION PVC OR SCH40 SLEEVE / r—PLUMBING LINE � Q SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION J° a SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE aa. ad 0 ~ M L ��// �J CO X � Z Co E3 N An {� W to Q'0 0 e s - :4 70 N N 0 N M 0 M 0 F c r. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) CD LO W v E� Q C)00 M `i zs m N F � N 07 N Lo J u_ A' •7 rA °Q N cArrr-o Q�rNiv LL w ° Y a¢� JLLw Z @�v 0 � o �S __°q- O: Es co N m O w O J �� W co m co _J Z 00 Mz IL a QYuxO N pV Z v� vvi z N M o o z m 2-1 Q — pipi N W tJl z o C2 C9 0 4 ru � U O � o �to t `13 U d 10119 �_ J m}••.•,.... ;3 L U coco �0 Q N I� o o w M M y p Z Q LL CL E O E Z N <� �° v tco xg &¢ 0° S< o N < . �¢ o wW r � .�. i- (6 U)= o�O� m F o z v N0 �z �� ° �Z Q 3: o2g° °z L,W ao aLL r- �3 o O dF 0U 05 S p J rn cc Q c� � N (0 :3 OM p' O r U 0 ° cc m m *� T ¢I N N N O Lj M LO LO r Q M T ai E c N �; z Z E O 0 a. E .. -v ui U Q ❑ 1 c _J JOB NO : 22-02394 SCALE : AS NOTED SHEET NO. SIN 1 3 m Ln v 0 M 0 0 J �r- M O I m LD v V) O M 0 J rh O I N L0 LO ICY - a 3 Q N N a E 4 v c i LZ 0 v 0 0 VI i i U CL i z N I Y i .O 0 Cl- L�. 0 N N 0 0 0 N 0 N 0 Cn Q m Cn FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1,1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA, X 3114" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO e ° BE IN ACCORDANCE w/ ASTM -III=� 9 I-1 I I=1 I I —I 11 1 � I I III—III=1 I �' D7158-CLASS G or H, or ASTM ! 1=L=I 1=I 11=1 0 • 1=III-I I-1 I -1 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE "I=1 I I-1 t I �I 11=1 11=1 11=1 11=1 11=1 11=1 I" 1111=1 11=11 I=11 I 111=1 I I I=1 P.) VARIES Z R905.2.6.1, FLORIDA BUILDING-1 CODE 7TH EDITION I I II I li I I- I'' (2020) iIII II 8 4" RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG FI-FV. VARIFS/Adi�\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'N•O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 - NOTE:EXTEND Wl AXW1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE CN D �° � D 6MILVAPOR ICI D I=1= - z BARRIER II ( ; p 4 ( D ' - N COMP. SOIL. TI e (COMPACTED TO 95% �EIT I I = I _ MODIFIED PROCTOR III 7TI=1IF= I TTI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.HAIRS UO 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY COPNC PAVERSSLAB 14 O.H.D. RECESS z Cl) - -� :. 4 00 T TII T SEE A/S3 OR J/S6 LIII 111i�,1�1„ 1 I TT FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (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 EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10""J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN ,MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/(10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2" x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `e ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" ATTACHMENTS ATTACHMENTS '2 6 x 6 W1.4 x W1.4 Z 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH a ELEV. -al[)'-3 1/2 - 2x4 CONT---'A.F.F. O aU- D ° ` • I ` - c /, _,G I-- Ib 1/2"(min-4"N II-- 1 —I1ITIrI �� 1=T ° III=31/2"(min.)-4„o 00 00 GARAGE DEPTH VARIES r3l 2 (m i n.)-4 min.) I 1=11II (2) #5 CONT. (2) #5 CONT. 7= 44; 4„ I -I �(, $„- GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN.STEP TYPICAL BEARING WALL STEP SHEAR C @ KCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \�' Ica ��NUo \ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C„ LAYERS W/ TOTAL THICKNESS 7/8" OVER1! 1/2" GYP. WB (MIN.) @ GARAGE 5/8,'o x 10„ „J„ BOLT @ 24 0/C W/ 2„oX 3/16 G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. "" "JBOLTS BOLT " BOLT INFO. 5/8x63RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE MIN. 2500 PSI CONCRETE SLAB W/ O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR ) *SIMPSON SP1 SPACED EVENLY - -- w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR F BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 T _ 2x P.T. PLATE W END OF 2" x PLATE WWF OR FIBERMESH CO E TYP. PER MFR INSTRUCTIONS a ASSUMED FINISHED #3 OR #4 REINFORCING BAR D . D GRADE 40 MIN. F = 40ksi = GRADE N_ D z_ #3 & #4 LAP SPLICE y- n T f Tri e Z M — — ° o FINISH GRADE °O 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy= 60ksi] I MONO OR STEMWALL °. [ ] c III -III I I �1=T= T FOOTING MONO SHOWN _ - ILL! �--I I� T I-� D • • I-1 I1=1 1=1' FOR CLARITY _ O° 6 MIL VAPOR BARRIER -1 I I I b n #5 REINFORCING BAR R 1 7/8 r r z NOTE: I -1 I I —I I—III=1 I I 36"MIN. LAP LAP] 2) #5 CONTI— (. — *FOR BEARING WALL ', I_ W/ UPLIFT ONLY _- _ =_I-_ . COMP. SOIL. (COMPACTED TO _° _ -) � 95% MODIFIED PROCTOR ASTM 11=1 1=1 1=1JI -- _=11' [36"MIN. 10" ON 3" CHAIRS (TYP.) 8 148 - - _ — -1 '- ffi TI I —III —I I Tr'f 1Tf—I I f=rs D1557)-itT- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HC10K —I �iii,l'�I_I��'llll`Ti II��;=ail 11!--111� �I� FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE #6 LAP SPLICE REBAR DETAILS F TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° ° �t GRADE 00 — — a • #5 REBAR w/ OPT. ' 1=1 11=1 11=1I I 111- I I -I 11 1 I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' M A ... a I 0? III —I I 1= 4 IF r SEE A/S3 OR J/S6 -) , I I I I„ I t l I I v FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 "TRY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 1/2" GYP, BD. 2,> HOLD FROM SLAB SLAB STEP & RECESS S.G.D. M 0'-0" J CONT. BEAD SEALANT SCALE: 3/4 -0" S3 INTERIOR a.. a. -31 /2� .. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a i" CO co 6 MIL VAPOR T - -I =1 I--� L — - - - 0-0 FIN. FLR.� BARRIER — /il III-III,-�-=III" 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 _) 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN ( )7 I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. U.N.O. FOR TRUSS AT 24" O.C. MAX. - SEE PLAN FOR CONNECTION INFO C1; TOP OF BEAM & LAYOUT DESIGN a (2) HTS20 FOR STRUCTURAL - BEAM SIZE & c; 'IM CONNECTION INFO i 2x4 #2 SYP P.T. FRAMING w/� MIN 7/16" O.S.B. SHEATHING SEE /S6 d� fi4 8" z ATTACHED PER NAILING REIN FOR REINF. INFO, OPTION #1 w M ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL RI AR INFORMATION g w COLUMN SIZE AND BASE o � CONNECTION INFO. J III li it ,II �I �,' I I I _ - FOOTING v _ - BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 M QUN Q CO ?< N In U-- 0- �- -0 O s- ,- CND to O � N -`� a) co Q q ' � C w f1' I s °UJ' �n N N 0 N CY'M N 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 oO'E �oo Q o S � V CSC C 7 u7 a0 do u, Yk '- W cn r � A W D a r 7' ° Y Z O' S L t6 N � O J W m¢¢ w��rn ao IL Z N N ri Z K Ln O ZO U U tvn W ❑Li0 V M � z N M 0 Z N z o � a N N zirrm n' C c V! � •U o .� O L,., 8 wd Ln c �N � w E wigL = i N U o N oCo N o w M o z a � Q E E o°_ Z© u < ¢ ¢ O o N ¢o o as a ww ,_ C _ oY U mo lo oLL Z z.� z J m ° Q �z N 0) ¢ oa ao � LL �w WQ J < F Y O O V zlar ¢ o =0 In `' > J LO ' ^ ua) coo cD 0— ~ CO O : M Y Y O T� U O CD CD QI CN M LO LLO N r Z. N o z cc z E O E cc n U Q pv JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. S3 (MONO) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. GARAGE PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. „ ON FLOOR PLAN w SIZE VARIES PER PLAN r> CONT. BEAD SEALANT o: a 3 w/ MIN. (2) #5 VERTICALS oo GRADE G ` � FILLED SOLID (SEE PLAN FOR _ _I I _ T 6 x 6 W1.4 x W1.4 T o w w SIZE AND REINFORCEMENT ) = z = ? • WWF OR FIBERMESH r' J) /-BRICK PAVERS or SLAB PER COMMUNITYSPECS w f-awLU p o _ "Cn=, - • •' - -' • • - --- w z a - v, 3 J m LO tu- V) 0 0 M 0 J N 0 I m Ln L0 Cr 0 0 K) 0 0 M O I cV 19 v Cr 0 C, 3 a CV [V N i v a E N E 0 0 v J N a� L� 0 V 0 c U N U N I Y i 0 0 0 f N N M 0 0 0 CV cV N M N 0 m -o G SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3!4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8"7/8" STUCCO FINISH PER ASTM CONNECTION 1/2"GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH, 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK PLATE7 WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ FULL 8x8x16 BLOCK RESISTIVE BARRIER EXTENSION FROM EXTERIOR SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION WALL -\ ❑ ❑ ❑ NAILS AT EACH STUD FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 77 TO BLOCKING (2) 2x HEADER P PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO -- TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od NA S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) 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 DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0!C EXTERIOR ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( } WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. Sq, ❑ ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2NiD COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD LMAIN SPAN ROOF TRUSS TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR SCALE: N.T.S. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) ��4�AND FILLED W! GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ° � a a ° 811 STD.90°HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J W i 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 7_1 SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x $" 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 kTHAN PE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 50% OF TOP PLATE WIDTH INSTALL SIMPSON ` DOOR STOP PN516Z w/ (12)16d NAILS /z, MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR <B-SPLICE STAGGERED Lz J-BOLT TRACK BRACKET VVVI\ 11 \llVi W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) (2) 1 (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 LS @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 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. Op �R U.N.O. SEE N/S4 �N�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 11k/N J G ��^ 10d @ 8" O/C ATTACH ALL J v EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BBIS1 FOR ADDITIONAL DETAILS /RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �Za 2x TOP PLATE V2-16d 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 FEQUAL @ 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 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE /— 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. O M U 64 ma, � ® f�s Z U N�'� r f3 , (A 0 c r U (' u13 Y T N N 0 N M CV CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD 0 Co00 F E M B a Cc �� a 6N 0 a Y J LL LL °. u 0 m � � .c % C� o c rn Q W (n 9 y d a i N M Z W N O C) v (1)W z o ❑❑❑ z N M 0 o z o Q r M N z �, Q J c_U o w � U O w o Ln N = co U >— E —0 U o j Cn 0 sm o � w M M In ¢ o z a LL_ o 0 >N z< vi o E U � az Z© oar X O �¢ 0 O U o, O N It Wz o wz r � >_ Vi C oY O z¢ m Q w -) U 02 11 tt� a�z J OU a Z N W 2F <P o �LL J z w¢ z3 7 r �o O �i zl¢ a 0 3 C c 0 >� J LO m E Q 0 ~ CN � CID0 :3MO MO r W o (0 ¢I a _j N 0 a) N N O M 0) L.n Lo T_ N �-- ai E_ CV z (6 z dl E C) a a? U Q ca 0 � JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. S4 3 m L0 LO 0 Cr 0 NO 0 M 0 I m LO v Q LO Mo O J N O I v i 3 4 N N O d E FT E 0 C y a> 0 0 c U i v v 'o a U Z N I Y i c O v J V LZ CV O N ai 0 0 0 Cl- M N N N 0 0 V) v rn SIMPSON HGAM1( W/ (4)1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE�A SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT wl (3) 1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2x4 PANEL BLOCKING @ 48' O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS wl 1 w/ NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETANG SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED 2 16d NAILS () W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/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 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS); ON SHEET S5 FOR r r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES �° 60 1 1 c 1/ " 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 1 Od & (2)1 Od TOE ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT (2) Z x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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 "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d () 2 2"x8" "L" BRACE NAILS AT EACH STUD -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/S5 r—WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL I L EXT. WALL CONN, @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3 @ 4 O/C L 2x4 BLOCKING W/ (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 35 I °< ��� • it i� ° a ,I ° 'I, ". CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ -UUN 1. Dr-MMIN 1 GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z w \.BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4' O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL _'N� 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Eq INS I AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION t-- O m N u- 0- 6. M O N t:.70 0) W G W Q._ U �X cll - 3 r R w >` s a J t i �.'0 I J_ CV N 0 N M N N 0 t s. 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. (a10 W I- o$ O M �� (000 0 7�00 it M � � m y a -w a a Y JLLu- 0- uy 3 O �I 0 r 'ro N O w � O W '0 C; ¢10 ¢d 00 ° Z N �Z a xcn O ZOV v�vvi W ❑a❑ V M M Z N M o CO Z N z o � � ti M cn z Q) C9 0 LU S O ,.ul Ly N U J E wo = t =ice U D • ®Q N 0 sm o w vM M co J z 0 Z 4 < Q E E O =o oo > Qa u — t� �0 U a� _° p o O E o � i p w1.o a az �w 23 CIO C ❑ 0. m g -o 01 z CCn U Cn o ZZ gu " U =k JZ �0 O a � ti 0�3 VCO z¢ c C 0 LO '^ m m CO CO O j O � Y Y r U o 00 m ¢I •F••+ N No O � N M LO Lf < r— N T ai E E (N z co z E O D_ E U _j :2p JOB NO : 22-02394 SCALE : AS NOTED SHEET NO. S5 3 v m IJ7 L0 0 CV CD rM C) rn M CN I N m L0 v 0 Z2 0 0 0 J rn 0 I N L0 L0 0 3 Q N O E U E 0 v C C J IU I= Z v 0 �I Z AD .o a U z I i U J N N v 0 0 N N v 0 z U m 0 N 1/4" MAX SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK --- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. i % APPROVAL FOR CONN. 7; j ; /; 1x4 , /� 1 X 4 1x4 P.T. i./, L FURRING �� j 3/16" 0 X 3" LONG / FURRING 2 ROWS 3/16" x 3-1/2" '!' 3-1/4 LONG X 3/16j; , FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH �� 1x4 P:T. & 1x8 P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 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. i i';��/ 2x8 P.T. w/ (2) ROWS 3116" APPROVAL FOR CONN. / i;; ; �ij! x 3-1/2" TAPCON @ 16" 1x4 i i� (2) ROWS 3/16 x 3-1/2/,/� O.C. & 4 FROM EACH FURRINI �,//, TAPCON @ 16 O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLYw/ 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 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - 1f �1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK I 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BT 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 K SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD, SECTION B-B 8" EQUAL PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 RE& (TYP) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT .,.5n FIRST 2 COURSI ""' CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xi 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'h° 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 JACK TRUSS PROVIDED BY --- TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2), #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS i 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" 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 o ° REINFORCING AS FOLLOWS: >.... � I =1 I �� -- * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT P. o — — — — — — p IT—�1TI7 I I T7�1 f PRESS PANEL REINFORCING INTO PLACE. �11�T�I - 6 MIN. LAP SPLICE W/ .P o I I 1—III—T� PANEL IMORTAR— COVER PA E REINFORCING WITH UPPER HALF F BED AND TR TROWEL F o0 REINFORCING PANEL —TI—IT — SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP ¢� G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE (V ° p REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. - g . • t, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) 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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 01 JI J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED i ATTACHED WALL SHEATHING TO - 2X BOTTOM PLATE W/ 8d @ 4" R ` ` ® AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD xj j `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d ` �I @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB P TAL SEAT PLATE TE: P SHEATHING TO ' TTOM OF BAND +211NOTC FB @ FIRST COURSE MPSON HGAMIOKTA @ 12" O.C. w(4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" fHE TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE — PER PLAN F CHANNEL, --.___ FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5116" HEAD DIA. @ 24" O.C. 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. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?X 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" 1 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. O�FNOTy (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT IN IV I III H1 CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CHll=PT m Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 01, - 1 z 0 Cn 0 LU U M U FILL 1st 4 COURSES SOLID W/GROUT e A FOR OVERHANGS BETWEEN OVER 1 1/2" a CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. . 6 OVERHAN 4f/ RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0" '• fs •' > 'gyp ° #5 BAR CENTERED W/ g IN TOP o n a KNOCKOUT / N ; ° CHAIR BLOCK MONO FOOTING ; ' > P° SIZE AND REINF. PER PLAN °, AND SECTION DETAILS CLEAN FILL .> ° • ° " DIRT Z A..° STANDARD o #5 BAR IN " 90' HOOK N FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REAND STEMWALL SECCTITI ONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 3: � (2) #5x6 IN CONC. Cf) N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. o0 C 0 co Qo CD ' r L) 0 rta O r Y U C /0���`��� 4 W 3 w s `a Y0 LU f_ CV CV O CV M 0 Ch CD j/ 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. . h a 0 Eti CDM co r— 4t O N V 0 N J 00,0 rT u° J LL � � °0 ul to B U) r w d LL 6, N Y co LL LL d K Z 13J �_°' So �i c ca�_ O f- 51NO x OJ J W U)2 CP� LLca LL a co M Z D O z o_jW W ❑ CJ ❑ V M z N M o g z W N z o � ¢ v V) z C N LL 4--J c/:) o to �N w o c N wigt 1- U — E 8 =} U )c `r' ¢ o (V tT o co w M m ¢ zz Z Q E E 0 zo oo z <R Z® CL ° 0 as _° 0 °¢ o M CV N <z o Ww w >_ rB U) C <. z< iz = Y Fo z, W QJ N < < w z oMENF Q. U 2O¢ LL ao a z � o w Eo CD a �O J Lip ai rn �. ~ (0 O : M Ile Y C) r U o m m � r Q � 0 N O� 04 O Lo M Ln T Q M T 2. � CV o Z W Z E O N C d U J Q J JOB No. 22-02394 SCALE : AS NOTED SHEET NO. SS m Lo v 0 Lo 0 0 M O I 00 L0 G c 0 Q 0 O 0 J M O I N u7 0 a Y Q N O n. E a 0 E 0 J y E2 0 v .o a a z N i Y 0 O 0 J M N hi 0 0 0 a N C14 N 0 rn a m 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 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"1 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL r4 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 TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAYBE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ MIN. (4) 12d WHEN w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. L. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) 2x8 BLOCKING NAILED @ CENTERED AT SPLIT TO TIE 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED.. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 10d TOP & BOTTOM 10d INTO BEAM -SEE EACH SIDE w/ 3 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS I INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x 'I#/, SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. � COLLAR TIE EVERY 3rd FOR COLUMN SIZE &ADDITIONAL INFO. INDICATED ON BM. SCHEDULE/PLAN TO STUDS w/ 3 16d AT EACH STUD -TOENAIL7—PER ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION DICAT D/P N BM A OPTION B CONNECTION INFO OPTION C. w/ (3) 10d NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" S SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d S' EW EACH WOOD SCREW EWEASIMPSON FOR ADDITIONAL INFORMATION NAILS EACH TRUSS INTERSECTION. CB TRUSS OR H2.5A 8d NAILS COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS COOT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF AM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A e o �+ o NAILS AT 24" O.C. • • 0 0 0 0 0 DIAGONAL AT 8'-0" 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • MAX WOOD TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. AT GONG. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT °. ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION L4DETAIL a@ INTERIOR BEARING " PLAN FOR MORE INFO SCALE:NTS 3 SCALE:NTS COMMON B M ATTACHMENT g WOOD TRUSS . '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ 10 10d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. (T )AO SP2 w/ 12 1 Od NAILS ATTOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW AT (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATTHINGHING AT ATTACHE STUD) _ PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING OTRUSS L SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR 2X4 CONT. W/ (2) @ -- - (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 61' O O.C. EXTERIOR i TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. TYP. T&B i PER NAILING SCHEDULE & NSTUD • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO - ---- --= HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW - - MASONRY WALL •. 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN ae (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. °p W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SECTION AT HIP GABLE �� SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS ��Oo Qm � c6 U- 0-- O � G ca � _ q) 1 c� ./ A_ b CV CV O N M N N 0 R� 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. FopEp Q O N U n ccpp10 N J LL y .0 2) O 7 " - ik 61i W di rntil-� J LL LL 13 LL W d 4. W Z m C°'_ o 0 W 0ia� � p/=°A ii > '@ N CD CO OJ J W � Z Q Q — j a N M Z O K ca O U fU U Z Z N m Z $ Z � Q � J d � n U) M In Z a C7 0 ILL _j `V W m ° V w S � � w N � U E sly LL' S w ® 0 U' d C Q 0 O C J w co co z Z ZO Q IL 51 E O E �O QO ! Zry QR z® v C6 � W x UO n3 �p XU U IU O, O OF z p ¢ Z WW L � (d o U m 0 O OLL N J a ° ¢w z v7 aa) o� z z go Q a �w ci w� Qo k w _� �0 >O 6 Q0 ui< 10 a za c�3 cO 0 = Ln, Fes- N Ri M O O C) J � Y Y U t^ W m 1 ¢� a--+ N No O N M L(� Lo Q T N T E w 'E 0 Z z E O ,a C a 0 a o JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. D 1 v m Lo ID ccr o cN 0 J 0 I N J m L0 Lo v c c> 0 < 0 M 0 0 (m M O I A Lo Lo 0 o ton O a N N d E 4> E v 9 / LZ 0 v O UI U a> 0 CL i z y 1 Y i H ,o U 3 t7 2i N 0 0 d N O M cV N Jj O 0 Q 0 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 WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING EXTREME REFER TO TECHNICAL LETTER ON CHEMICAL WINDOW COMPATIBILITY FASTENER 1) SEALANT AT SELF -ADHERED FLASHING 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK ¢ 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF 2 s WINDOW FRAME IN 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. DO NOT FLASH OVER BOTTOM NAILING FLANGE SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND I SELF -ADHERED FLASHING FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW 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 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 0 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 1 L/1UI IIIYV ' '^ WEATHER ✓E BARRIER & iARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE _�� d a SHEATHING E Q AM SELF -ADHERED FLASHING 3" MIN-/ Q V-4" PER PLAN V-0" PER PLAN SHOWER SEAT E G DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING �� BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. J � 177, WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, 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 RIM JOIST 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 2 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 MM Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE INSTALNG LF-AD HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �ro (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 PAPER EXTEND A MINIMUM 6" RELEASE ADESIVEASSOHOWN)SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. Ago. INSIDE CORNER Le ' 1 A In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in cutters. SELF -ADHERED FLASHING PATCH Q 1 SELF -ADHERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER JJ o_ CL M IZWdPLASTER STOP4- �EI- �WCONTINUOUS BAC U ROD & SEALANT 11J W a � W �0 A E 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 a er es ls an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS 1RAL FRAMING 1RAL SHEATHING SAF E PLANE WRB EAK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Ell Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all fl- co X c .J 6L d,• O f s 0 r. L3 >� •'-0 - 0 0- Ie LLJ C1t CV 0 CV C'M CV CV 0 x / 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 E n aO o m ti at O (V " cl: co ON 3-k Wu. ®ttloJ aWY- Ica:LL ud_ 0- eM oO 4 oa. W _p � Y Z 1 0 28 cDY O LN W V) cico Z Ma ZLO U UZ W ❑O❑ V M z N o a z N 0 z Q rz 7 r` N z a o O-� w g N c U a 111 ca e L U 19 ofo L c 1.1 ® Q N � e Illo o Co w Z Mco o z Q E o E .o Zo K� z© u I... fa X� �¢ DO o 0 CD, 04 ao oo wz � w Q y o O Z ll C N "m r ¢w N p d o W Q o �w 3, �3 micD CfJ a r Oo3 �Y z¢ �O 0 i > d- LO �-�LO Q 0 CN J O m m T ¢I }+ N CY) N O N co C3� LO LO Q r ,- N ui 4�, CV o Z cc Z E O c a: U J Q J 30B NO : 22-02394 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 GatJgtei +1/2*x 4-1 f21` x2-12e See Anchor 50eci4rlte Bolts 112i'Dia. A325 Galv, (ryp') 0 y 0 Bmk Cross Sport (May be clot to W) Right Bracket (16 Gauge) ' #14Wf-Dfil1lnti Screws I All Unit Bottom Edge Hurricane Strap Crypicsi 3infrori Washers Front Cross Support Self -Locking Notts (May becuttow) Left Bracket (16 Gauge) #14 Self Driling Sccevvs7itru Brackets & Back Criss Silppcirt Into AIC Unit Bottom Side (T picalt 3 each side for hurricane use) INSTALLATIONi 1 rert'ic in ucallo alp :.<r.,,.ye.m.. ,arc paery test w tl ­% Hemd-e Air Atpct aY4it►i'ite open rainiest �Rt �t•r'7� Florida Department of Business & Professional Regulation Pagei Mi Building Codes and Standards 2 taro2l Product Approval Application Detail code - _ - Entityor Date Wit@ Die PerWlnc �e MflQ§ vacation Manufatturer Conlact Enaingnableensayalmeled 9v Willed aubmltted Pe Approval Al atgryg. Affirmation 20M Smell Vent Products, Inc. Michael Gsahah Hermes F, Nwerd P.E. Locke Boo d- RE, 1211.6720i0 12/162020 122e/2020 Appi Calegary. amJetural Components (B77)441-8368 PE-73778 (334)300-1800 Subcategory: Products introducedi sa Real Info@smartven(com Now Technology compliance Method: Eveluetim Report soma Florida Registered -Architect ors Licensed Florida PLk58'g.R814�duNs Professional Engineer - Ouatlty Assurance Apwevedfw Use Approved for Use Impact . p Sao:#... Protlutl Medal. Number or Nama Product Descripllpn CordraeFEzpaatmn pale In Hi OURide Hi Fisaft are Pries m, 1 SmartVentModa1#1540.510 Dual Nri Floodend Venl4etipn Vent 12312023 Yes Yes N/A +1WI-10o 2 8medwint Model#1540.511 oral F-Icn Flood and VenHaden Vent 121312023 Yes Yes NIA . WiDo 3 Smagvisot Model#154P520 Insulated Flood Vant 12131P2023 Yes Y. NIA -loon too 4 SmadVant Model#1540,-521 Insuleled Food Vent TZ31/'2.023 YeE Vas WA ♦10DF7o0 5 SmonVent Model #1540.524 1681 Graga Door Flood Vent 12/312023 YeS Yes N)A WA S SmanV¢nt Model#1540-.570 Wood Wall Insulated Flood Vent 12131i2023 Yes Yee NIA -106F100 am.nVent;Mcdel #1540.574 14.56ce d: Garage door -Flood Val 1MI/2023 Yes Yea WA N/A Florida Department of Business & Professional Regulation Building CodesandStandards Product Approval Appimatlon Detail Page 1 of i 1r1412021 . Code 11 IN or 2[e emote Dale Poll Data JIM Version- M.W.O.- aC Macl E-Insar&tJcrnsa validated By Valid tad Submitted Fee:Anororal Aovroretl .status ReMslon 2020 Drexel Metals. [no. Jason Shumate ZacharyR. Priest Locke Baeden P.E. OW0/2020 08/0912020 08120r2020 10/132020 Appro✓ed Category. Roaring soZ) 303-1511 PE-74021 (334) 300-1800 SubCategon: Metal Rooing Ishunmtelidrezmet.com Compliance Method: Evaluation Report from a Florida Reg stared Architect ore Licensed Florida Profs ioiml Engineer l; f.#1:7678.R6 P.roditcts QuaMvAssurance Aooroved for Use Aoorovedfor Use Irrioal cle,dah Sea # Protluet Model. Number or Name Product DeseriMlon Cadract Exolratlon Uate I� Cuodde L�VHZ a ant. Pressil 1 Orexel Metal RaPMg Systems Di 100NS;, DMC 1508.9, OMC 17550MC 2OA5, 12Y3y 11 Yes No NIA toi Elmo 5V - Florida Department of Busi es& Professional Regula io n Building Codes and Standards Product Approval Application Detail Page zarb 12520zz Cbde. Entity or Data fie Date Pandinp ft antl Ty" Version Manufacturer Contact Ena sneer B License Validated By Validated Submitted FBC;Ab Approved status Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E.. 04/1512021 12/31f2020 0412?12021 06t0&2021 Approved Category; atisrior Doors (800) 843-7626 PE4340o (813) 767-6555 Subcategory: Swriging Extsrior Door Assemblies sjasper-n@tthermatru.co Compliance Medrotl: Evaluation Report from a in F: Registered Architect bra Licensed Florida Professional Engineer FC1020468-Rti, products Quality Assurance Approvedfor Use Approvedfor Use Imbaet Di It Sec # ProduCt'Modal. Number dr Name Prod hot Description Contrail Date i n HVHZOutside HVHZ Resistant. pressure 1 a. Th51!a ru Fiber -Class lc and Smooth -Star Nominal 6&NI&quotlnmactliquot Opaque 12/31f2022 No Yea Yes NIA Composite Edge Fiberglass Single Door inswirg/Outswing Xoonrgurahen) 2 b. Thermal Fiber -Classic and Smooth -Star Norrllnal Sail 8 &quethnpadlik t, Opaque 12f312022 No Yes Yes NIA Composite Edge Fiberglass Single Doorwith Sdelite(s) 4n oein$hQutswnng; XO, OXor OXO conf ursdicm 8 g ) 3 aTherma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398& uoflm ct& uoCOpaque 12i3112022' N. o Y es Y es / N A Composite Edge Fiberglass Doubts Doorr hiith or vethout Sidelites (IrrswinglOulswing: XX or OXXO configurations) 4 1Therri al Fiber -Classic and Smooth -Star Nommal 8&#139 0 &quot;impact&quot; Opaque 1211 No Yes Yes N1A Composite Edge Fiberglass Single Door (InsWro'Cutswing Xmntlguradon) 5 e. Thermal Fiber-Classlc and Smooth -Star Nominal 8&tt39 0 &qudtlmpact&quot; Opaque 12,1 No Yes Yes WA Composite Edge Fiberglass Single Doorviith Sidei&e(s) (II nsv i rig/Oulsvd ng; XO. OX or OXO cenR uratons g ) 6 t. Thermal Fiber -Classic and Smooth -Star Nominal SW9,0 &quotlmpact&quet; Opaque 12131=22 No Yes Yes NIA Composite Edge Fiberglass Double Door whin or without ad"Itas (Inswing/Outa ing;-XX.or OXXO configumtons) 7 g. Thermal Fiber -Classic and'Smooth-Star Nominal Gliki &quotlmpact&quet; Glued 1211 No Yes Yes WA Composite EcIl Fiberglass Single Door {Insvnngl0utsw rig; X canfigurabdn) B h. This-Tru Fiber-CMasib and Smoodl-afar Nominal a&k39,8 8quoglmpaot&gtwt Glazed 121312022 No Yes Yes WA CompositeEdge Fiberglass Single Docrvnrh Sidelite(s)(Inswing/Qutswing, XO OXor OXO configurations) 9 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal Bill &quotimpact8,quet Glazed I NI2022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without adelites (InamnglOutswmg:X(or OXXO conflguatonal 10 J. Therma-Tru Fiber -Classic and SmoothStar Nominal Bi 11quotlmpact&quot Glazed /2)312022 No Yes Yes NIA Camposte£dge Fiberglass Single Door (inswrg/Outawing; X configuration) 11 k, ThermsTm Fiber-Classcand Smooth -Star Nominal8&ft390 &quot;lmpact&quot; Glued 12f312022- No Yes Yes NIA CompositeEdgeFiberglass Single Door vAh' adelite(s):(Insvrin9/Cutsrn rig XO OXor OXO configurations) 12 I. Therme-Tru FlbervClash ioand Smooth -Star Nominal 8&ft39;0 &.quoglmpact&qupt; Gla2ad 12f312022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or vnthout Sidelines (Insviing/Cutswing; )01 OXXO configurations) 13 m. Therma-Tru Fiber-Classiq and Smooth -Star Nominal 88Ji398 &quot;impact&quot; Glazed Molded 12131/2022. No: Yes Yes WA Open Composite Edge. Fiberglass. Singie:Door (I nswirlglOutswng, Xconfigurall 14 n. Thermal Flpar-Gasslc and Smooth -Star Nominal %#391 &quotlnlpact&quot; Glazed Molded 12t3l/2022 No Yes Yes WA open Compgalia EtlgeFlberglass Single Door with Glazed Molded Open Sidetlte(s) (Inswing/OutsvAng; XO, OX or conf gu rations) 15 0. Thermo, Tru Fiber-Clessic and Smooth -Star Nominal 8&#3$8 8:quatimpact&quot Glazed Molded 121312022 No Yes Yes NfA Open Composite Edge#iberglass Double Door tMth or without Glazed Molded Open Sidelites (I nsW rig 0utswng' XX or OXXO configurations) 16 p. ThemiaTru Fiber -Classic and Snrooth-Star Nominal e8,939;8 &quotimpact&quot; Opaque 12r31/2022 No Yes Yes NIA Composite Edge Fiberglass Single Doorwnth Molded Open Side irwili) (Inswing/Outswing; XO, OXor QXO 'infiguratons) 17 q. Therma-Tru Fiber-Classle and Smooth -Star Nomina( 68#3g;5 8quotlmpactCquot Opaque 12/3112022 No Yes Yes N/A Composite Edge Fiberglass Double Door with or Florida Department of Business & Professional Regulation Building Codes and Standards. Product Approval Application Detail Page i at 1&2021 gall Eni or fills Data Pendmn pate Was, Version Manufacturer contact Erlolneer & License Validated t3v validated $ubmlmed FBCA=roval Approved status Revision 2020 PST lndusMes Jens Rowirskl Merrill Deco, CER Mbamd Dad. Deco -VAL 11AW2020 126iii WZV2020 Approved Category- Exlerlor Doors (941)486-Gino (786) 315-2590 SubCabegary: Sliding ExteriorQ- Assemblies 7roso4skl�pgnmNshes.e - Compliance Method; 0, thlootton Mark or U log om PLstidl-R33 products _ _ - Q"Ry Assurance Apmeved for Use Approved for Use. Impact. sh", Irr Product Modes. Numbarer Nama Product D.w1utlen centracl Exnl re"'Cato In HVHZ outside HVHL R edel Pressure 9 SG0.5570(Large .Mla i rhpact) Vinyl Sliding glass Door 04/14/26Ti Yes Yes Yes N/A January 27, 2022 P FODUCT APPM`OVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72r please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20 4 1.1 +67.011 psi' 12/31/2022 The rrnaTru Fiber-Cllassi and Smooth -Star (IMPACT) FL20 8 +67.01-87,0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.011 psf 12/31/2022 B. SLIDING MI Windows and doors Series 420 FL15332.1 - FL15332.5 +40.011 psf 12/31/2024 PGT Series 5570 NOAA 21-0205.03 +38.7/1 psf 4/14/2026 C. SECTIONALWayne-Dalton Series 8000/8100/8200 #1105 (8; 7) FL8248.3 + 1.01-35,0 psi 12/31 2023 Wayne -Dalton Series 8000/8100/8 00 #11.23 (15 FL8248,10 +30.01-33.5 psi 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248,11 + 4.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607r7071727t7471and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht 12/31/2025 2. WINDOWS A. SINGLE HUT Mi Windows and Doors Series 185 FL17499.2 +60.0/1 psi' 10/812023 PGT Series 5500 FL239.2 Ni 713012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/l psf 2/1812024 C. FiXED MI Windows and Doors Series 185 FL15349.1 +60.0/ 0.0 psf 4/312023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION M1 Windows and Doors Series 5764 FL153 3.2 NIA 12/31/2024 PGT Series 5500 F L261,1 N/A 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. ' r i P a a Siding Cemplank. Lap Siding and Ha d e i nk Lap +� FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofa - FL15272,1 F 15272.2 L + - 75,0175,0 psf p 1 02 12131 2 3 Alpha Aluminum inc. p Solid and 'Vented Aluminum Soffit FL16544 R5 +54.21-54,2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 1211612022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL15918,1 - FL19918,4 NIA 919/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 NA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/1 psf 12/1012025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 MIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SSr DMC 175Sf DMC 20041 DMC 5V FL17879,1 + 01-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1507+6.1 - FL15076.2 NIA 12/31/2022 Ali American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Flatus FL1999,1 - FL1999.4 NIA 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197,5 MA 12/31/20022 C. ENGINEERED LUMBERWeyerhaeuserRim Board LV PSL LSL f � f FL8527.1 - FL6527.5 NIA 3/31/2023 D.. MATERIAL Cast -Crete Corp.. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Produ tsT Inc. High Strength Concrete Lintels FL1774 111 5/25/2024 Florida Department of Business& Professional Regulation pager of Building Codes and Standards if2512022 Product Approval Application Detail code Entityo - Date .Date. Date Pend Ina Data Type Version Manufacture Cordial Enaineer&License Valoatill Validated submitted FBCApptoVal Approved gmlus Revia(orr- 2020 Therma Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King; P.E. 07t2312020 07/12/2020 07f2g1202D IOil 31 m Approved Category: Exterior Doors (800) 843.76M PE-43409 (813) 767.6555 Subcategory: Slanging Exterior Door Assembles sjasperscr@themutru.co Compliance Method: C-valuauon Report from a rn Floridan glatered-Archt etora Licensed Florida Professional Engineer - r plA2Q4fpt?3 pratluctA': LBualWAssuranee Approved for Use 'Aonrovetl for Use Impact Desslan - Sea It ProduC Mptlel. Arum bet ar Name product Desserlpbon. Contract Explratlon. Date In HVHZ Outstda HVHZ Resistant Pressure 1 a. Themra-Tru Fiber -Classic and Smaeth-Star Nominal 6&#39 8 &quotlmPact&quot Opaque 12131 f2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Insvnng/Outsvving; X conf guraiion) 2 b. Therma-Tru Fiber -Classic and SnioothStar Nominal ithiii 8&gtmttmpact&quof; Opaque 12f31/2022 Yes. Yes Yes WA - Composite Edge Fiberglass Single Door with Sidelte(s) {Insvdngl0utawing. XO, OXcr OXO - Configurations) c:Theurma-Tru FPoer-Classle and Smooth -Star Nominel 68�#13El 8t{uotimpact&qrl Opaque 12)31(2032 Yes Yes Yes NIA Composite Edge Fiberglass Double Door Ath or Without Sidelitas (Inse/inglOulsv4ng; XX or OXXO configurations) 4 d. Therma-Tru Flb-Classic and Smooth -Star Nominal 8&1&quotlmpact&quot; Opaque 12f3V2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InsYAnglOutsrvmg, X configuration) 5 a. Therrnsi Fiber Classic, Smpoth:5har Nominal8&#3S0 &qus5hlmped&quilt Opaque 1.21312022 Yes. Yes. Yes WA Composts Edge Fiberglass Single Door with Sidelte(s) orermir GOutemitg; XO, OX or OXO configurations) 8 f, Thermal Fiber -Classic and. Smooth -Star Nomina 184111 &quotlmpact$quoi; Opaque -121312022 Yes. Yes Yes- NfA Composite Edge Fiberglass Double Door with or without Sidelines (inaeing)OUtswing; XX or MO configurations) 7 g. Therma-Tru Fiber-Classicond Smooth -Star Nominal 60398 &quctlmpad&quo1; Glazed /21312022 Yes Yes Yes NIA Compoete.Edge Fiberglass Single. Door (I nsrvnglOulswnng, Xconfigurafion) 8 h. Therma-Tru Fiber-Classo and Smooth -Star Nominal 63lill &gcwrimpact&quot Glazed I213112022 Yes Yes Yes WA Composite Edge Fiberglass Sangb Door rrith adoit.(s) (Inset ngtOutawing' XO, OX or OXO configurations) 9 i. Thernmi Fiber -Classic and Smooth -Star Nominal 88,#39;8 &quotlmpact&quot Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door v4th or wrmout Sigelites (1neeYing(OutaAdrg; XX or OXXO configuration.) 10 ): Therma Tru Fiber -Classic and Smooth -Star Nominal 89#8$0 &quotlmpaot&quot; Glazed 12J31M22 Yes Yes Yes Ni Composite. Ed" Fiberglass Single Door tlnswnngJOyliswirg, X tlonj configura 11 k. Therma-Tru Fiber Classic and Smooth -Star lium i8&#39,0&quotlmpact&quot; Glazed IV312022 Yes: Yes: Yes WA Cbniposita.Edge Fibeglass Single Door+aith Sidel3e(l OnsrvinglOuta ing; XO,. OX or OXO configurations) 12 1,Therma-Tru Fiber -Classic and Smoottraar Nommal 8&09;o&quotlmpaot&quot, Glazed I?J3112022 Yes- Yes Yes WA Composite Edge Fiberglass Double Door ii or without Skieldes (IneMnSiOutseeng; XX or =0 configurations) 13 m Thermal Fiber Chassid and Smooth -Star Nomins 16&1 diquot;lmpact&qumf Opaque 121312022. Yes. Yes Yes WA Composts Edge Fiberglass Single Door oath 8&quot.Non,inlpactliquot Sldelite(s) (Inswing/outswini X0, OX orOXO configurations) 14 n. Therma-Tru Flber.Classieand Smooth-5tar Noel 6"198&quot;lmpact&quot, Opaque: 'l2J312022 Yes Yes Yes NIA 'Composite Edge Fiberglass Double Dcorwith &quot,Norr-Impad&quot: 9idelites (I nswing/Outsil OXXO configuration) 15 'o: Thermi Fiber -Classic and Emooth5tar Nominal 81&guotimpact&quot. Opaque 12131/2022 Yes Yes Yes NIA CompoeiteEdge Fibergl ass Single Door 4th &quptNort-Impact&quot; S1del*s) limswing/Outswing, XO,. OX or OXO configurations) 16 F. Theirma-Tnl Fiber -Classic and Smooth -Star Nominal Wag;O &quot;impact&quot Opaque 1213112022 Yes. Yes Yes NIA Composhe'Edge Flberglass Double Door w8h &qudt 4on fmpad&quot; adelites(InewinglOutswirg; OXXO configuration) 17. q. Thermo-Tru FibenClassic and SmopttlStar Nommal 6&9398 &quot;Non-Impact&quoL Opaque: /2/3112022 Yes Yes No NIA -cm col Edge Fiberglass Single Door (insWrig/Qutswing; X configuration) 18 r. Therma-Tru Roar -Classic and Smicath-Star Nominal 6&439,.8 &quot:Non Impact8,quot Opaque. 12131/2022 Yes Yes No NIA Composle,Edge Fiberglass Single Door with Sldell ets);(InsvAnglOut-ing, XO,'OX or OXO configurations) 19 s. Therma-Tru Fiber -Classic. and. Smooth -Star Nominal 6039891 Norl mpad&quot Opaque 12J3112022 Yes Yes No WA Composite Edge Fiberglass Double Door with or 1Mthbut adelhes (Inwhilgloute+Mng; XX or OXXO configurations) 2D t. Therms-Tru Flber-Classic and Smooth Star Nominal 8"39.0 &quctNon-lmpact&quot Opaque 12r31/2022 Yes Yes No WA - Compositd:Ecil Fiberglass Single Door pnsvdnglOut mg; X configuration) 21 u. Tharml Fiber -Classic and Smooth -Star Nominal 81111 liliquo0on-Impact&quot Opaque 12JO112022 Yes Yes No INA Composite Edge Fiberglass Single Door with adelits(s) Orlsw4ngtOutawing XO, OX or OXO 22 v. "rharrna-Tiv Fiber Classicand Sm-ff Star -conflouratiensl No6&ft3g 0 &qutit;Non-Impzct&qupt; Meagre mmal 1213120222 Yes You No NfA. Compichici Edge Fiberglass Double Door Win or Without Sidalites(IneelingfOurts rig; XXor OXXO configurauons) 23 w Thertra-Tru Fiber -Classic and Smooth -Star Nominal 88.#39;8 &gJQLNon-Impact&quota Glazed 12131/2022 Yea Yos No NIA Composite Edge Fiberglass Single Door - (InsmnglOutswnu Xconfiguration) 24 x. Therma-Tru Fiber -Classic and SmOoth-Star Nominal 1%#i &,quotNdn-Impact&quot Glazed 1213112M Yes Yes No NIA Composits Edge Flberglass Single Door with Sidalke{e} (Inswing/0utswing, XO, OXor OXO configurations) 26 y. Therms Fipar-Clasal"Ird Smootii,Star Nominal 6&#398&quo1;Non.Impact&quot;: Glazed 12f312022 Yes: Yes No WA Composite Edge Fiberglass Double Door Win or without Sldeiltea (InswingfOutstsAng; XX or OXXO configurations) 26 z. Therms Tru Flier -Classic and Smoeth-BYYar Nominal Bahl,&quothlon Impact&quet;Glazed 12131/2022 Yes. Yes No N1A Composite Edge Fiberglass Single Door ((nswng/0.11swing Xcdnfiguration) 27 za. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39iliquotNonlmpact&quo; Glazed 1213112022 Yes Yes Kb NIA Composta:Edge Fiberglass Single Door with S cellrte(s) imswineiOutswing XO, OX or OXO ocnfigural(ons) - - 26 zb. Thermo-Tru Feer-ClassicandSmooth-Star Nominal SM39:0 &quothlon-Inpact6quot Glazed 12/3112022 Yes Yes No NIA Florida Department of Business& Professional Regulation P.9e 1 a Building Codes and Standards 15r0 1 Product Approval Application Detail codle 4ntlW or Data to Date Pariahs Date 'Ness Version. Manufaduror .Cord cla End-r6LI.... Validatedav VaEtlatad Submitted FBC.Aromi Aomnvatl Win - Rai 2U20 MI Mfindoes and Doors Br Bnt SI111nDer Luls Rolieno Lomas Steven M. Lich, PE 10Ne20z0 10f062020 to/192o2a 12/15,=20 Approved Category: Exterior Doors f 7171 as -3300 PER2514 (717) 317,8454 SubCaregory: Slicing, Exterior. Door Ao mp8es bsltlnga[�mi!ed.cpm compliance Medrod: Evaluation Report tomes Florl Risglstered Archlteatcj• a Llcar sedFlorlde Profs ider.1 Engineer fi�15332-fifi dusts.' '= _ Quality Assurance Approved for Us. Aiinrovadfol-Use Impaci Design $ea A Product Model, Numoerror Name Product Despill Cenuaet Exoustl l Date In HVHZ a ulHZ stdo RV Resistant Pressure 1' SERIES420ALUMtNUM SGD SERIES 420ALUMINUMSGD OXO 12/312024 No Yes No NIA 145-348,quoto,80&quel; NON -REINFORCED 2 DEWS 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO, XX 1211 No Yas No NIA e68q.b1xS0&quoL. MGN-REINFORCED 3 SERIES 420ALUMINUM 5GO REWFORCED SERIES420ALUMINUMSGD REINFORCED DXO 1W112024 No Yes No NJA 145.3/4equoi'%i6&quol: 4- SERIES 420ALUMINUM BGD REINFORCED SERIES k20A.LUMINUM SGD REINFORCED OX 12r312023 N. Yes No NA XO, XX96"hax96&goof; 5 SERIES420ALUMINUM SGD RBNFDRCEC, SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312024 Nd Yes No. N/A - 143&��o�;ir988:qud; Florida Department of Business & Professional Regulation P.O.1 p q Building Codes and Standards i/9rin1 Product Approval Application Detail irSPB Eat tv pr date cat. Doh Pon Clan D' lNie Vend Manufacturer CaMad Eaalneer&Licne ValldMed DL v I 4 BAeroval Approved status ReNsidn 202C WaynaABltorr. ell of Ovemaed Door Dwayne Kish John E Scales Jeffrey P. Am-., P.E. 10/122020 092fi2020 10=020 121162020 Approved .Corporation p,3r)7638121 PE-51737 (904)821.5200 Category: Exterior Doors dkolnlshowayne-call Sub(uategorn sectional Exterior Door Assemblies em Comaliama Mail Evauadan Report fr... Floods IRvgistereclArehltsotor a Licensed. Florida Protenional EnOneet .FLf�Z44-N20 A'DflUdts _ sea it Product Model. Number or Nam Product Description Ouali esuranu Comraci Extlration Apnrol for Use .Approved Date In HViIZ for Use outside HVHZ ",act Reslati cession Pressure 3 80D0/81D0/8200 rH 105 901 (dew vridth14211 Max height. Glazing 12t312023 NO Yes Yes i3100/-35.00 available in top or mil,"edlde section. 10 WOWS 19018200 01123 168A3s: Max wldih 14039; Max height, Glazing. 13t312025 No Yas. Yes .30:9p/-33.59 "@liable in top or mtemledlzie seclien. 11 80001810018200#1124 1691 Mar widen 14&439 Max height. Glazing 12/312023 No Yes Yes +34A01-38.30 avallabte: in top or inuumedlete section. Florida Department of Business & Professlonal Regulation Paget or Building Codes and Standards 1IN2021 Product Approval Application Detail Code trilby or Dete to Pate PBndlno Me Tvt Rr eV rsftin Manufacturer Corsi soirrearA Llcedse Wildarad By ViAidated ,arbor' etl'ft FBO A ecir l Approved Status R.,Aaon 2020 Crones DIYI.ICn Ot AADO. Iris, Ton Rental UL LLC Troy Bishop. P.E. 1210)2020 12/012020 12212020 APprovad Category: Exterior Doors 1641) 494.2813 (954) 947-0880 SubCateaory: Exterior Door Carnoonents tanraney@a5sea4ley.ca. Compllarl Method: Certification MI or Listing m1 Quality Assurance Ap...ihs or Use Impact coal sap a adal. 11 Mama Prel D-criatran Cmilrad Erwr�sms Dat e In Hi outside III sista Rent essu Prre :,it 1 607, �dT; ?2?, 7475777?,: and 847 Singleend Fairs,ot FWsi Glezed. end LUWerod shgteand pairs of 12131/2025 Yes Yes Yes NIA Doors hellos, metal doors Florida Department of Business & Professional Regulation Pagalvr2 Building Codes and Standards t$12o21 Product Approval Application Detail Code Esdlty or Otte Data Data: Pendlnp hate Vershal Manufacturer Ccl Emineer&Licorice Validated By Vallda[ed submitted FBC Aonmral Approved 6fatus. Rowsion 2020 MI lYlndoweand Doers Brent Sitinger American Architectural Steven M. Urich, PE 11117/2D20 1111 1127202O Approved CatA,gory:.VNndQWe YT17)36q-3300 Menuract.- Association (717).317-8154 SuloCalegory: Single Hung b.k11 ger0_m[1d. compliant. Method: Cenireall Mark -a Listing Quality Assurrune. Aopraeed for Use A,rwed for Use gnnact [Ruder, 8-4# Prpduer Model. Numheror Name :Product Disorlptlon contraN Exnlratlon pat. In HVHZ oUbslde HVHZ general ..Pressure 2 185 SH 52x72 Fin)Flange Frame IG/SG Single Hung 10/082023 No Yes No _160/-50 Laminated Glass N U 0 -4--L U N Q O LO .ICY) CU }e ^' W ^1 O C O Q W IM O O CD U- ui O CIO / .N 0 U 2 ca. - . C�VC^U l Q Z Z W J O ; � 0 hi 0 1` O OL L C-)M -- Q Ira x Z I U, CL CC ^.. a) ca Q coE�Q Q 0 S M H U U -0 ca w /`i ) 0' s W E 0 f 0 Cr � �_ l� t✓ >1> a•W Cn W z C- C/) _ 0 irL O L U 0 L W U m H O L W Q W Z Z J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Reg. 6.to Florida Department of Business -& Professional Regulation Page 1 of Building Codes and Standards 125 2oz2 Building Codes and Standards to 2pi? Product Approval Application Detail Product Approval Application Detail "Ode. Entity or = Date Data Penning [gig I - Tine Version Manufacturer Contact Enolnear&License Validated aV Validated submitted F60 Approval Approved 1 tun Cold. �tLtY-Co Oat, pattenp 2" oat- 10* is' Rev ion 2 ❑ - r 02 Therma Tru Co t+on pore Jasper y Skeye.JaV e L ring- F.. Schmidt. P. m P - R anJ E. 10/0712021 J. King, P. y g 182021 Og7. OM 021 1 3J2 2115/202 i 1 A Moved pp. Tvoe Version Manuractureir tacC EnNneerB Lkertise Vallowd-By VVelldated 5rbmined FSc Approval ve status • D:4tagoN• Exterior Doors "(800} 843-7826 PE 43409 (813} 787-GSSS Affirmation 2029 PGTlndushks Jens Rosowskl Mietnt-Detle BCCO-CER Nlami-Dade 9CG0-VAL 11NS2020 i1r05202t1 11f11/?920 roved. : .. fWP &1bCategori:&winging Exterior Door Assemblies sjasperson(gthermairu.co categorylFnndmva (941)48"100: (7b6):315-25N Compllance Method Evaluation Reportfr.ma m SubCategory: Emgtd Hung I,ceawsW1Qp9dnquem.rrc Florida RegisteredArchitectora lace - d Florida R. nse. r a g Compliance Method: CarllRcatioe Mad, a Listing rim Professional Engineer r -;.._ , .; ,. FLA2648#R7-FVn .. fit ac49:: ., ... .. Duality, Assgrance , Aoorovedfar Use Appravadfu Use .larded lesion QuallIv Assurance Arromyedfor Use Aooravadfo-Use Impact Design Sea# Product Model. Number or Name Product Descrladorl Connect. Expiration Dale 11)HVHZ outside HVHi Regiment pressure Segu Product Model, Numberor Name Prod rrct Des cnotion Contract Expiration Data in HVtiZ Outside HVHZ Resistant Pressure 2 SH5500(large iAsae lmpad) Vinyl Single Hung Whdav 07/3M25 Yes Yes Yes NIA 1 a Therma-Tru Fiber -Classic and Smooth -Star Nommall 8&#3988giwtNon-Irnpeatilquot Opaque 1213112022 No Yes No NIA. Composite Edge Fiberg has Single Door (InsvarglOuswing X configuration) 2 b.'Thamla-Tru Flier -Classic and Smooth -Star Nominal -6&#30;0&quot;Non-Impact&quot; Opaque 12t3112022 No Yes No NIA Composite Edge Fiberglass Single Door with . Sidelde(s) (InsvunglOuthwing XO OX.or OXO -figuration..) 3 c Thermo-Tru FLL1er-Classic and Smooth-Stor Nominal 6&Wa;6 &gUofNoh Impact&quot Opaque 1213IJ2022 No Yes P46 N/A Foergites.Composite Edge Double Door w0h or without Sidelites (Inswingl`Outswing; )CXor OXXG configurations) 4 d. Ther-Tru FTber-Classio and Smooth -Star Nominal 78939;0 &quot Non-inlpact&quot Opaque 121$112022 No Yes No NIA Composite Edge FiberglassSingleDoor (ImminglOutswing; X configuration) 5 .Therma-Tru RberClassic and Smooth -Star Nominal 7&#390&quotNon,Impact&quota-Opaque 12131=2 No Yes No NIA Composite Edge Fiberglass Single Door with sidelte(s) (I nerhilglautswing' XO: OX or OXO configurations) e I. Thermo-Tru Fiber -Classic and Smcoth-Star Nominal S&#39;0&quot;Non-Impact&quot; Opaque IWV2022 No Yes No NIA Florida Department of Business & Professional Regulation pages at Composite Edge Flrierglaea Sing far Door Building Codes land :Standards 1i5v2o21 (tns%ving/0utswing; X',arif(qulatlon) 7 gTherma-Tru Fiber -Classic and Smooth -Star Nornatal A&#39;0 &quatNon Impact&quot; Opaque 12J3112022 No Yes No NIA Composite Edge FbergiamsttlileDoorvoth Product Approval Application Detail Sidelde(a) (InsWriglOutswing; XO; OX or OXO configurations) 8 I. Therms-Tru Fiber -Classic and: Smooth -Star Nominal 69039;0&quatNon-Impsct&gUot Opaque IM112022 No Yes No NA Composite Edge Fiberglass Double Door with orwth 58.98 Entity w 2" pear Date PBndinu o cpnfiamli gutatfona) gt SidtNltes (InswinglOtttswing; XX Or OXXO Type V rsion Mannfacwrer Contact Encifit-& License Validated ay,. Validated : Submitted Fad A,.vBl Arorovad status 9 - I- Thelma Tru Flbar Classicand Smooth -.Star .. Nominal 6&#39,8 &quot,Non lmpact&quok„Glared 12l81f2022 -alb Yes No NIA Attmmation 2D20 . GTIndustries P .-.. C O: Cr ... a C O-VA. JensR k Mlamt Datl B CO C R Naam O 8 C AL oaswsi a i de - 0 #, revs 11N52020 i1/Y15202 11J112020 App_.d Composite Edge Fiberglass Sing lr3 Door Category: Whd.,va (941):466-0100. (786) 315-2590: (frsviinglOutswing Xconfiguration) supGalegary. Fixed IrmoesWiMpgtindusmes;c ' 10 ).Therma'-Tru Flier -Classic :and Smooth -Star Nominal:6&#39;8&quatNon-fmpact&quot. Glazed 12/310022 No Yes No NIA Can*12hea Method: CedtAcatioa Mark or Listing on, Composite Edge Flberglasa Single 0ooraAth _ Sidalde(s) (Inswing/Outsvdng;. XO, OX or OXO PL#2Y3AAP.ddets : - it , ' '. -. ` ' - -.: -I ' - oonfi urations) 9 - .. _ _bnoact. 11 kTherma-Tru Fiber -Classic and Smeottr8lar Nominal-68#39;88quokNon-Impact&gook Glazed 1213172022 Pk Yes No NIA Quality Asstk'enu ApwoveaiorUse Aoorovaa for use Da=lgn Composiite Edge Fiberglass Double Door with or see # Product Model. Number or Name Product Desedweed Contrail Exo7relion Data in HVNZ outside HVHZ It,,Wank Pressure without Sdelites (I nswinglOutswing;_ XX or OXXO 5 PW-5520 (Large Mlssik Impact) Vinyl Fixed Wndow 04MM25 Yes Yes Yes NIA configurations) 12 ITherma-Tru Fiber -Classic and Smooth-Sar Nominal 7&#W0&quot,Non lmpact&quot Glazed 12/3112U22 N. Yes No NIA Composite Edge Fiberglass Single Door ansiinglOutswng Xiorifigurabon) 13 m. Therma-Tru Fiber-Classic'and..Smooth-Ste, Nornnal 7&hin;O 8qupi;Non-Imp-Mcivot; Glared 1213112022 No Yes No NIA Composite Edge Fiberglass, Single Door with Sfdelite(s) QneWN1OW.vdnT X0. OX or OXO canfigurabdne) 14 n. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&039;0 &quatNon-Impact&quot Glazed 12alJ2022 No Yes No NIA Composite Edge Fiberglass Single Door (InswAngfOutswnng; X.mrdiguration) 15 o. Therma-Tin Fiber -Classic and Smooth -Star Nominal 8&039;0 &quatNon-Impact&quot Glazed 12/3i12022 No Yes No NIA Composite Edge Fiberglass Single Door with coers) pnswingroutswingrxO. Oxon oXG ng mnflgura8ona)_ Florida Departmentof Business & Professional Regulation .'ape t'of9 18 p.Therma-Tru Fiber -Classic and Smwth-Star Nominal '6&#39;0&quot;Non-}mpact&quot; Glazed 12/31/2022 No Yes No N/A Building Codes and'Standard5 N92021 Composite Edge Fiberglass Double Door Wth or without Sldelites (InswingfOutswmg; XX or OXXO configurations) Product Approval Application Detail 17 q. Therma-Tin Fiber -Classic and Smooth -Star Nominal 68039:8 &quatNon-fmpaot&quota Opaque 1213112M No Yes No NIA 1 Composite Edge FIbsirglassSingle'Door with Transom (I nswing/Our swr g; =xmnf figuration)ll _ MENNEEMEMMOM 18 r, Therma-Tru Fiber-Classioand Smooth -Star Nominal 68#M;8 &quatNon-Impact&quot Opaque 12/3112022 No Yes No N/A Code Entity or veto 0�6. Date Pend rat Composit Edge Flbergl(IsSingle n as Varsial Manufacturer Contact Enoreind&r.icenss Validated as, ,We Validated Submitted FBC Approval Approve a Status Out-mr .. SdeHe(sl and Trencom (InavrirglOutsa+nng; OMO'. CIOX or OJOXO configuratons) Revision 2020 James Hardie Building Products. Inc Chad Dlorcks V. Andre+.v Tan John Southard, P.E. 01105J2021 1211472D20 o1+0&2021 ding FBC Actin 19 s. Therma-Tru Fber-Classic. and Smooth -Star Nominal e&#39;8&qudt;Non Impaot&quot Opaque 12Pi.772022 No Yes No N/A Category: Panel Wall i909Y 545-6354 PE-81662 (352).307-2528 Composite Edge Fiberglass Sirgle,Door with Subcategory: Siring o.d:rile kS@jameshard Sdelte.(s) (InswriglOuts wing. XO, OX or OXO Compliance Method: Evaluiudh Report from a e.com continuous Head and Sit configurations) Florida Registered Architect ors Licensed Florida 20 t.Therma-Tru Flber-Classlid and Smooth -Star Nominaf 8&#39;0&quot Non-Impact&quota. Opaque 12/31/2022 No Yes No NIA Professional Engineer Cam its EdgeFiber Single, - ass n e Door with - - _ ;'. . .. Sdelde nswnn Outs n XO O a -XO vs, X O PLd13192-R9Prod`uete ,.: - '. '. ,; < __' : _ ; . .: _ - , -R ContinU us e d Sill nfi ura o Had an Ice g. tons) Csrall[V Assurance ADMDYed fa, Us. Approved for Use 1 filout Drilse 21 a Thernie-Tru Rper-Classic and Smooth -Star Nominal' 6&#39;8 &quoit Non-impsmAquot Glazed 12131f2022 No Yes No NIR sea product Model. Number aName Product Dascrmtlon Cawact Exoeatlon Date IlLV1�1Z outside HVHZ P1gs¢tlrg Composite Edge Fiberglass Single Door with ,fie ,(trot Sdelhe(s) (Inswing/Outsvang, XO, OX or OXO 1 Cemplank Lap Sidling fiber amor lap siding 1ZGi/2= Yes Yes WA N/A Continuous Head and Sill configurations) 2 Hord,Plenk Lapadfng fiber -cement lap,ding 12 in'123. Yes Yes NIA NIA 22 r, Therma-Tru Fiber-Classicand Smooth -Star Nominal a8,#39,0 &qugk Non ImpaW&quot, Glazed 12J3112022 No. Yes No. NIA Composite Edge Fiberglass Single Door with Sldelile(s) (timuAnglOutsvdng, XO, OX or OXO Continuous. Head and Skl.conffguratlons) 23 vy, Therma-Tru Fiber -Classic and.Smeoth-Star Nominal 6&4$96&quot; Nond mpact&qupt Opaque 12ni/2022 No Yes No NIA Composite Edge Fiberglass, Door Panels with Vented adeibe(e) f(nr,vnnWQutswing; XX, XXX or XX*( oonfi9urations) 24 x Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&09;0 &quotNon-rmpact&quot. Opaque 1213112022 No Yes No WA , Composite Edge Fiberg lass Door Panels with Vented Sderite(s) Vrisv2inglOutsw(rg; XX XXXor)Q= eonfguratioms) 25 y. Therma-7ru Fitter -Classic and Smooth -Star Nominal 6&#39:9&quot;N.rAnr sot&quot Glazed ID3112022 No Yes No NIA Composite Edge Fiberglass Door Pa nets with Vented Florida Department of Business & professional Regulation Building Codes and Standards Product Approval Application Detail page I oft 1312D21 Code Enlist or Re Data Me Pending Dia. � Version. Ma nufacturer E V Validated Submitted Correct -grinner&1-HuMa# Validated Be V FRCAo M:W A �pLayo $igLL Revision 2020 hill Windaysead Doors Btentsitanpar. American ArehRectinst Steven M. Undn, PE 104812020 ime/7020 I(sI9)2020 Approved Category:Windows (717)365.3300 Menufactimers Associetign (717)317.8454 SttfCategOry: Horizontal SlttleY mh d bstlin er .r .eons 9 Compliance Method: CarOfication Mark " Listing [1H5 ii.RB�Prouiuers,.;. -: P_ - - Qu al[hr Assurance porwed for Use Approved for Use A Im Da<I peswll 92# Product Mode, Numberarname product 0ssc00, contract F_xo-ranch Data in HVHZ Dul0de HVHZ Resistant Pressure 1 HS i88 Fin and Flange Frame 7342 Insulated Gass 0?J1812024 No Yes Me .551d5 Florida Department of Business & Professional Regulation Page I Fr1 Building Codes and. Standards 15,12021 Product Approval Application Detail Code N Endar gglg Date Oath P-Ann fie I= Version Manufacturor, :Comaset Engineer&Licatse. Validatedev Validated Submitted FBC Approval Aptrce, A'.tatar, l W dons. end gas Revision 2020 M In D grant:Shin Stringer LUIs L as. PE .rig. R an , .Steven M. urrcN PE 6 107(1 :0 0 fi01 0 10lOB12 2p 613,? 1 Ar$ 20 1 11 & 2 020: owed ? 5P2 ApPr, Cstagcry. .Windovrs, (7173365-3309 PE-62514 (717),317:8454- sueCategpry: Mullane bsithngriamitvd,com complianceMethod: Elzlustion Report from a Florida Regratered Archltectora Licensed Florida Pr f.a-metl Engineer E1ale35j'3P odueta Quatity Assurers Acarevadfa'Use Aomoved for u" [in pact U."Joh Sea/F Prod per Model. Number or Name Product 0-11,11on Conhaei Excitation Data !In 1 KZ outside HVHZ Resistant PraseUre 2 6764 Vertical Alum um WIG.. 12/3t2024 No. Yes Yea N/A Florida Department of Business& Professional Regulation Page 2&2 Building Codes and Standards 1002071 Product Approval Application Detail code B1tHV or Data lute Dffie Pending Dote T o6 Viandon Man ufatturer Contact asainear&Lcense Valldstad Se Validated Submitted FRC Aooroval Approved Status. Revision 2020 Aside Nick Thompson Lyndon F. Schmidt; RE. Ryan J. King, RE:. 021152021 02T1512021 02222021 MI W2021 Approved Category: Panel Walls (330)922-23BB PE 43409 (813) 7G7-G555 Subcategory: Soffitst nthanpsongtelside-cam complianea Method: Evaluation Report from a Floddo Registered Architect., a Licensed Floddo Professional Engineer r" - - Pn Mtsi]2-Ri.Osdddb a � - •' _ OaalRv Assuraztca Accraved for Use Aporcvedfor Use Impact s0elan sore 0 Motlud M-rental. NumhW or Nenrc Product 0a,scrlotlal Comrad ExWmtlan Ihta In HVHZ Outsld. HVHZ R-Isdant Massaro 1 a..&qua2T&gU0t Sotto Vent. a Slid Vinyl SWgr 12I31)2023 No Yes No N/A 2 to. aquct;Alianee 1748,quota Sollit Venter Sd"d Vinyl Sets 1ZMl Qo23 N. Yes No. NIA 3 a &quot'Gneribiler 4lntnge Beaded&.M Soft. Vent or Sold Vinyl3Wfit 12/312023 No Yes No WA 4 tl &q-d:Ds&quo;:Soffit Vent or Sold V [nit Soul 1213 M23- No Yes No. N/A 5 t,&quo:Charley Oak&quot; Soffit Venter Seld Vinyl: Soffit 12i3laO23 No Yes tNo N/A S f &qud;Super:Span&quct Soffit Venter Sod Vinyl:8offit 12/31t2023. No Yes :No... NIA Sidelita s inswin /Outsw' XX - or X : (Y ( g m9 XXX XXXD Florida Department of Business & Professional Regulation Page 1 efi FQrida Department of Business &Professional Regulation Pao I dti 26 z. Therma-Tru Fiber-Classip.and Smcmth-Star gonfUurad.ne) Nominal 8&#$9;0 &quot Non-Impact&quota Glazed 12J3112022 No Yes No NIA Building.Codes' and Standards. 10la12Q3i: Building Codes and Standards IO2p21 Composite Edge Fiberglass Door Regale with Vented Sidelne(s)(insvnng/outswing XRXXXorXXXX Product Approval ApplicArlonDetail Product Approval Application Detail configuratlons) 27 za.Therma-Tru Fibar-Classicand Smooth Star Nominalr3&#39;88quot;Non-Impact&quot Glazed 12J91/2022 No Yes No NIA Composite Edge Fiberglass Single Door with 38i139;0 S1def s nsw in Outswn XO OX a OXO ter) 0 e nit - - - oc ifigurafions) CS* Enfltv_gar . R& teem, Date Pending DAI codil Inflity a p$t@ D Pt pat pending ,fig 20 zb.Therma-Tru Fiber -Classic and Smooth -Star Nominal 5&H39;8&quatNon-Irrgdad&quotGlazed 1IV3112022 No Yes No WA ]jigs Version Manufacturer Contact Engneer it License Validated av Validated Submitted FBd Aoproral Approved Status -MM Version Manufacturer contact Enenaar.&Licartso Validated Ev validated Submitted FRCAporoval Approved ag(,jryq Composite Edge Fiberglass Double Door with Revision 2020 TAMK BuildingProtl s LLC or. Lid Kerrl Eden Robert Norman John W. Kneievich PE 10)0R72020 05/29r1020 10J1N2g20 12/1512020 Approved ReNslon 2029 LV: Tlgmpeon. Inc. dba Thompson Architectural Tony Christman Zachary-R. priest Steven M. Unch. PE 091172om OWE2020 0922P2020 12A5r2020 Approved 3&#3g;0Sidelites(I newrig/OutoMrig OXXO Category: Roofing r417j 624�fi44 PE-5a166 (flSA)7726224 - Metals Company 1813r 248-3456. PE74029 i71'n 317-8454' 29 zc:. Thamla-Tru Fiber -Classic and Smgoth-Star configuration) Nominal a Glazed 1213112022 No: Yes No WA SubC4tagotY- Undeneyments kern,-atlen�temka,gom Category:.ftocgng Subcategory: FloatingAtceseares that Re an ton elelydoen :com Y@spin 9 Edge Fiberglass Single Doorwi Composite Edge Flberglaes Single Door with 3&#39.D Compliance Method: Evaluation Report horn a Integral Pan ofihe. Roofing System d (I nswnglOutsvnng, XO OX a OXO Flgdda.RegisEngin Architect gr a Llcmaea. R.W. Comp[ Fence Method: Evaluation Report -from a 30 zd.Therma-Tru Finer-Classicand Smooth -Star c flours). conff Lira'a g h ns) Nommal8&#38;0&quatNon-impact8quok Glazed 12/312022 No Yas No. NIA Professfonel Engineer & --_ FloiWaRegistered Mchkect era Licensetl Floritla d CompositeE ge Fiberglass DouFile Door with Steins Prisduds -: ,; pl•#i2 ;, ' . _1. `-_ ' . "-' _-- _ -. "- -: Professional Engines, 3&#39;0 Sldelltes (1-Wrrg/Outewrig; OXXO - - - - Quark"Ammocit _ Aparnved for Use Approved far Usa impact Dosmn FLY1B111B-N1 Prndu s 31 ze.Therma-Tru Fiber-ClassicandSmoeth-stgr canBguradonl Nominal 7&1r3g;0& uatNon-Ill pot. Sngker q Patt&q 12Pd1Y2022 No Yes t+lo NIA 3€91 ProduetModel. Number or Name Pr et InHan Contract Expiraton Date grip DescY in HVHZ Outside HVHZ Resistant P s u �p_g - -- Quality Assutanae Aowoved for Use Approved for Use Impact deslan Series. Composite Edge Glazed Fibargiass Single 1 TAMKO Roof Underlayments:(HVHZ) Roof undedayments for use in F SC HVHZ 062912023 Yes No N/A WA Sw# ProduciMode. Numberor Noma PracuctDescription CcniradExpiration Data 'In HVHZ outside HVHZ Resistant Pyjategu, Doorwith orwthout l&#892 Sdelde(s) (lnavong/Outswmg, X, OX.: XO or OXO configurations) 2 TAMKO Roof Undsrlayrrenle l NDNHVHZ): jurls Vctions. Roof undedityrimaus for use in Fgo rdh-HVHZ 06292023 No Yes NX NlA 1 2 TAMCO Flat Top 011-Ridge Vent with Beira for Toe TAMCC:Goo9a neck Vent 26 ga. staticroofvemllatar with baffle 09/092026 269. 0810912026 Yes No Yes Yes WA NA NIA •01.52.5 junsdietions; 3 TAMCO Oft -Ridge Rod Vent vdth Befge. 26 pa statlorootveniilator nith Integrated baffle os,M2026 Yes Yes N1A FVA 4 TAMCO Round Top Otf-RldgI Vent with Baft for Tile 26 Ita. static roofvontflator with battle 09J092026 Yes Yes NIA N1A Florida Department of Business & Professlonal Regulation page 1 qf1 Florida Department of Business & Professional Regulation Pagel of Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 117/2021 Building Codes and Standards 11712021 Building Codes and Standards 1252022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail code Erft or to Date Date Pandina bra q Code 51fity or .,Date jig Date PBndifio Da- Code, E,tlty or Date Date Date Padding Date i Manufacturer IitAE venal, contact Enca ear&License V r - � � al dated lit ub li FBC .1 3 m hd Aoomra Aoorayad Status. Iy� s " Version Manufacture Conrad Enainaer $:License Validated 8a Validated $u6mRfad Ff3C AiwiaVul MorOved status - anufacturer jyp_ Version M C taot. Engineer &License. Validated By,' n�8 Validated u F50 Approval Va dialed Submitted -ire u Alm. wed 11140 Ravis' 020 Lrmanco ron 2 Katrina Jolla James L. d 'e R ten p man aupkn r E. Steven M U I E Y • 1 232020 11 3f2 0 11 02 1 2 02 292 0 p p-. din :FBC A r g Pp Revision of 1A20 sprat Rearing g Anderson Robin tAPMC. nlfo EvalualWn Gary ikr e U ill W Wa a aN 19X)32020 11rD22 020 1 12 20 1 IDS 0 Approved App. Revision 20' 0 Gla 1 Protection Products., LC. Ravl 10 2 a r bn Pr. 6 L _. p Tim g Walter A. Tilt Jr.P.E.John Kn se ev ch P T R binson P. rN1 W. I E 091 8 020' 091 0 2 0 W 1120 0 0 !2 08J2 20, 1 D 2 15f- 020 12! 2. rove Approved pp Catagdry: Rootng (5011 fl83-0163 PE31242 (71 i) 317 8454 Category; Reeling (801)360 8093 Services LLC, (205)854 0160. - Category: Shutfiers. (954) 6813-7545 PE 44167 (954) 772-6224 SubCategory: Roofing Accessories that. a an kiSh.yQI.manco.corn Subcategory: Rmfing lifts RcbinAndemon0boral.co SubCat"ay: Storm Panels Im.g)bmsonQgppent:com Integral Part ofthe Rouln9System C"Ilch- Method: Evaluation Report from a m Compliance. Method; Evaluation Report from mca CopllanMethod: Evaluation Report ham a product Evaluation Entity Fbriide, Registered Arch bw or a Licensed Florida Florida RegisteredArchdect or Licensed Florida - -- .. Profes ilorial Engineer Profehilonol Engineer Fuctia-mipraprmts-.. - ;': � - :. - _ . .. Fl:#i7Ht2RRRmtuct ti -._:. ---- _ CalalRy Assurance Aonraved fa Use Aaoroyetlliar Use lm d �i1_ 0lda n FL*1508-tt6firaduCYs -:.. _ - I - I- - - - -- - - - - -- - - _ - S # �L Product Model Number Name, - � [ le Conrad Expiration Date Product - g-.11� D i HV Z Ws dB N R P 18s1iL4 Qualrtu Assure pS,S A oomved for Use Approved for Use Impact p..si"iaa Oiiatlfy AasurMite Apgroredfa Use Approved far Use A D lglp.&4S eslem 1 G Sax to Country SIa[e g English an 6hakeSl¢ toldProfile v N Sp.,. Fat Pr lie -Dan CO020 - Dan-, vet O 12f3 F !a a Yes .SSE.iEyd N fA NIA Se # Product Model, Num he or Name r. Product Description Contract Expiration Dale in HVHZ DutSltle HVHZ Resistant Pressure product Model. N moll or Name Bealcontact Product Dose 1 tla Exm onion Data In HVHZ 0utslde HVHZ Resistant Proscura Thatch & m Impact p mp 1 20 Gage Galvanized Steel Storm PanelslFfVFiZ Corrugated Galvanized Steel Stone Panels retained 1213112022 Yes Yes yes NIA 1 Deck-A[,1 DA-d or TRl-Built Deck -Air DA-4 Low -profile, Polypropylene Pleste, Roof Vent 12/162025 No Yea No 'W.507.5 17 8axony600- Slate, Shale&amp Split shake Flat Profit,- Stockton•CA 12/712020 No: Yes NIA WA or not by tracks- to provide hurricane protection. Mechmically Atmehad to PV,veid Deck: 18 a.."Re- Slate, Shake Bamp Spl'd.Snake Flat profile -Make, CA 121310020 No Yes NIA. NIA 2 24. Gage Galvanized Steel Storm Panels NHVFZ Corrugated Galvanized Steel Storm Panels retained 12/3112022 No Yes Yes NIA 19 Saxony 700 Shake, star. 4. arnlpl Split Shake plat Profit. -Stockton, CA 12i312020 No Yes NIA NIA or not by tracks to provide hurricane protection. 20 a... Y�poo-Irshe,511 8 mp; Split Shake FbiRonk-Ro., CA 12812020 Fib Yes NIA N!A 27 T jes'Eapa a Iaarcelan High Praia - Katy, TX 12r31I2029 No Yes NfA NIA 28 Villa Lan Prose - Katy. TX 12J3112020 No Yes N/A N/A code Tvoe Version (Manufacturer Revision 2020 Alpme category: Structural Components po Subcategory: Tmss Plates. Complianoe Method; Evaluation Repcutfrom a Product Evaluation En by .LiefaBe-R7Moddots f 41"a A Product Model, Number w Mama 1 fTWBCG/AI 1neHolier Strength iH&am .:.S) 2 ITW BCGIApIna Higgs Plate 3 nU✓ BCG/Alpme Trulox 4 nW SCGIAlpine Mlave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg. 1 at iAr021 Entity or 2M Die fate pendims 299 Context Engineer &Lipansa Validated as Validated Submitted FRC Ahpmvsl Aper�ved Status. Stuart te'Ale IC"C Evaluation Service. LLC Wlilam M. Ranieri, RE 10/812020 1D227I020 11105r2020 11m52020 Approved 321 710,33 ] t 3 7 407 .1917- ( 7 fib 1 sls IsQ_elpmeRy. fgiB mV U, turance Adma nal for Lie_._. Approved for NSe Upairect lovsks0 Product Description Cornet Excited -Date in HYtZ Outside HVH assistant pressure Me connector Plate IVSV2024 Y es Yes NI N/. AA Motel Cannedtor PI lie e 2/}i i 2024 Yes Yee NIA N/A Metal Connector Plate 12J312024 Yes Yes N(A WA Metal Connector Plate 12,312024 Yes Yes NYA NIA Florida Department of Business .& Professional Regulation Pao.1 art Florida Department of Business & Professional Regulation Pagel of Building Codes antl Standards Ir12D21 Building Codes and Standards 1ag/w21 Product Approval Application Detail Product Approval Application Detail C040 111111ty or Mfg owe late Pending Doti T4 jggs°L Manufacturer Counted Enarneer&Ucanse Validated Yig9i91$9SiblflFRC Approval AQ §w8 Ravi Blom M20 Commercial Concrete Produdl9.ind.. Robert Gigis Samuel A. Greenberg John Hoy Ivi 62020 12/162om 12292020 ding FBC Appn Category: ep'urnoral Components 813) 659.3707 E ) PE-34245 ( 352) 588-5311 Subcategory: Products Imroduodd as a Resun of precastgSd v@yahoa.com N:ra Technology Coin lrer" Method: EVWUrxlgl Report from a P P Florida Registered Architect ra Licensed Florida professional Engineer FLlF1T14:ft6Pf4dpCra ' QMVIu Assurance A,m-,d for that Approved for Usa. tmoact 2.aF1g0 an # $ product Medal. Nu or Name Number am Product Deeeretlon Contract Expiration Dane. C HVH Outside. NVHZ Res to t in � ITn Pressure. t Quality Precast or Commercial Concrete Products Precast and P.Itresaed Concrete Lintels 051252024 No Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft tnr" Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 102 WAM21 code.. Entity m Data Dcate, Data Pandino 29A Code entity ar. pate Date. DffiePendlim Dye Type Verslon Manufacturer Correct finghosir & License Validated By Validated ;submitted PSC Aporevai Approved 31aitis ,].jD- Verslon Manufacturer Contact Engineer&License Vaidaled By Validated submitted FBC Approval Apply. fiPtIs Revision 2020 CAST-CRETE USA. LLC Craig Perrino Mieml-Dade BCCO - CER Miarrn-Dade BCCO - VAL 11202920 1027I2020 1127/ZD20 Approved Alimiru ba 2C20 Alpha Aluminum, Inc, Jose same Luis R. Lorna. Steven M, Unch, PE 11M 612020 11116r2020 11=020 Approved Category: Sructural Calloanents (813) 62i4641 (?6e)315-25go Category: Panel Wells (4071 509-2008 PE-62514 (7117).317-8454 subcategory: Products lnt,oduced ass Result of cpacfir.&.sterete.com aubC.te9ory:Soffits .0m.tuminrrnhoc h. New Technology Compliance Method: Evaluation Repen fronta a:com Compliance Method: Certification Mark or Listing Florida Registered Architect or a- Licensed Florida p, ,55-Rix Prod dts "'' .... - ` V. r- - ^%. •' ' r= .. "• , ' - _. Professional Engineer CtrnikyRasurente Apnrpved far Use Aooroved nor lino )mp tt Design 'rL#1'8d4dw1rffi PtotlndKs== `;- - _ :Sob# Product Model Numberor Nama product Description contract Expinuhin Dale G'Yz Outside HVNZ Aitslstant ess a - `-" `" - - [ quality Assll-Rhae Approved for Use Approver d far Use Impact Dos 1 High ' Strength Concrete Lintels 4.6, 8. and 12 Inch' wide trials 05212022 Yes Yes N/A NIA Bea# Product -Model Number or Name Product Description Contract Exdir,tl-Dam In hill Outside HVHZ Resistant Pressure 1 :Alpha Aluminum Sold Bamp:Vorted Aluminum sadly CMU&amp;.Wood Alpha Aluminum Solid &amp; Vented Aluminum 07/30/2023 ScIfitl CMIJ&amp; Wood No Yes No N/A c.d. Entity br, ,Daa(,q gig Date Pending Data 111212 Version Manufacturer contaot Edginess, &License Validated W Validatetl submitted FBC-Approval Asistroved At," Re 0 Revision 202 MiTekinc, Erin Walden ICC Evaluation Service, LLC ICC Evaluation Seivipe, 08/11 121121 0 lo1202i S! /1. 2e2. 08 ?/ , c Approved +1ppr Category: stradural Ccrriponem. (962)698-8635 LLC. SubcategoryTruss, Pletes a-loan@mn...m (205) 599.9800 Compliance Method: Evaluation Report from a Product Evaluation Er* ' Ll2187R8 FA'otludt F ` - - - ' Curling Assurance Approved for Use Approved for Use Inoaet Deakin sepaIn Product Model. Number Name Product Daeerlpdall condmot Expiration gate I outside HVHL R S t 915&§fU.1. 1 M16AHS- - 1S high stren th truss eanneda lie 9a 9 B plate 1 H/31 2 72l32 Yes Ye N/ A N/A 2 M108HS- '$ super high strength truss connector late 1 9a P 9 $ P 12/012022 Yes Yes NIA WA 3 WI 16 16 ga Nuns econectorplam 12/312022 Yes Yes NIA N/A 4 MTIBHS 1a gar high strength truss connector plate 12i3fY2022 Yes Yes NIA NIA 5 MT20KS. 20 ga high strength truss connector plate 12/31,2022 Yes Yes 'NIA NIA 6 TL'IS, MT18 18 ga. truss connector Plates i2/312022 Yes Yes WA NIA 7 TL20, MT20 20 ga.:truss connector plates 121312022 Yes Yes NIA FVA Florida [)apartment of Business & Professional Regulation Page I of Bullding Codes and Standards 1V2021 Product Approval Application Detail Code Entity or owe die Dale Pending ice 74". Version Manufacturer Contact EndnearB DcatKe Walter Sv VaNtlated Submitted FRCAdomval Aoor_ovad Status Revision 2020 PAI Wind=%and Doors Brain SitingV American Archileclural Steven M. Union, PE 11112J2020 11/27J2.M 11,28=20 Approved category: WWdcrva (717)385-33M Manutact.mrs A.ssehiatmn i717) 31 7-8454 Subcategory: Fixed bslitsi er 9 a,mlvidcom Complfan n, rd.thod. Cartifieation Mark a Using Seo A I'l:" , - • PmdactMOdolNumber of Name .. Product Descdodon enallry Assume, Canlec[ Exbkatlen Date A ereovedfor Use' Arm wed for Us, Ill HVKZ outside HVHZ •. ,. Imltagl Resistant DS514U. pressure 1 185 rw 73 x 721hadirted Glens 04/032023 No Yes No i601-6d Florida Department of Business & Professional Regulation Page l or I Building Codes and Standards 1WO21 Product Approval Application Detail gggg En11N or Dal. $j$ Dal, pending, Dig Type Version Manufacturer Contact Eralneer & License Valldamd Bit Validated SUb nnar FBC Approval Approve alliga Affirmation 2020 PGTlnduslrlse.. Jens Rosowskr Mlarhi-Dade RCCD-CER Nfiaml-Cade aCCO-VAL t11g52D20 IIW2920 11/11/2020 Approved Caiegow- wth4otys, (94t) 4&6.0100 (716) 315-2590. Subcategory: Merl- fr09ooskj@flgdnddsaies.c Compllem"Malhatl: Certltcarto Mark or using om - - - - Cairns AsatigMse AooraredfarUu AaprpVedfpr Use hn ct Design sea # prorhmi Mode. Number or *am Product Descdodw, Comracl s, "dancers n Z outside HVHZ Re ststaM Prey 1 Mullons tor -All Doors. and Windans Aluminum Will- 05262026: Yes Yes Yes N)A Fiords, Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget aft I02021 � Entity or Data Daly Data Pending pn�g . type- Version Manuacturer Contact Inameer a License Validated By Valjgat" awncaa FBC, Approval p o e4 atatuA Revision 2020 GAF Michrel Btieh Rab.d Nlanumm Jchn W.Knezevich,PE D9262020 09t2112029 101J22020 1211512020 Approved Category. Roofing (800)706-3411 PE-Wi66 (954)772-0224 SoCetagmy: Asphak SnMgles mstiehilgWoorn Compliance Method: Evaluation Report from 0 Florida ReglstemW ArchlMot or a_ Licensed Florida Professional Engineer FL. gi RZ9.Prp +tl - _.._ O.NKV Assurance Approved for Use Awreved for Use Impact Desinn sere# :Product Model. Humber: or Name Product D-Hod- Contract Exairatian Date In HVHZ outside HVHZ )2"Waink Presrum 1 GAF Asphalt Roof Shingles Fperglass-retntcrced'3-tah• IenJnsted, 5•tob and IW16rN22 No Yes NA NIA hip/ridge asphalt shingles Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pool oil 102021 code E In ty or 2a -on Date Forcing Late Type Yersiml Manufacturer Contact Mae- &urens4 Validated By Validated Submitted PSC Approval Approved Status. Re,vislon 2020 Florida -Metal -Prodlcte Ina Clark Jones James L Bucker. .E. . P � Steven M. Utter. PE 05 2 72020 2 091252020 .... 10/042020 12/16/2020 Approved category: Roofing (904) 783-8$00 CgUCK Engineering (717) 347-8454 Subcategory, Roolno Accessories melon an clarkerllemed.etxn PE-31242 Integral Part orthe Rooting System Compl once Method: Evaluation Rep.d frdrra FI nd R 9latersd Archltectora Licensed Ficida Professional Engineer FI.11115Firggjga - CuamVAssro'alsoe Aar 0. for lino: Atsoroved for Use hn-1 Desmn Sea R Product Media Numbsl or ale- Produce r7esuiotiat Contract Expiration Dato in RVNZ Cuteldo HVHZ Res- taiI Massaro 3 3:-FLAMCO.&quot:RV to Ridge:Veal&gUot: Aluminum Ridge: Vents for pitched reefs fabnotted 12J31r20N No Yes No NIA from: 0.025'Alum6rum Florida Department of Business& Professional Regulation Page oft Building Codes and Standards 1126M22 Product Approval Application Detail woe Entity or a Dig Date Pandinig Daft Two Version Manufacture!. Contact Engineer&License e Validated 5v Validated submitted FSC.Aoardval Approved Status Revision 020 All Marta 5 utters and Glass: 12 A c n. h M eBarbied Frank L. Bernardo RE k ra , Troy Bishop. RE. Y p, 10/28/2020 10/512020 1110 = 0 1 5 2 12/1572D20 Approved Ap P ed Category Sfiutlers (581) 712-9882.' PE-0046649 (964)947-0880 subcategory: Storm Panels mikebaast lameriaanshuhe Compliance Method! Evaluationffepodfrome rs.com Florida Registered Architect or a Licensed Florida Professional Engineer E fl 700#tsFild Quality Assurance A tlprovedfor Use A pprowdfor Use -_ mists Desgn Se # Product Model, Number or Name -q_ Product Description Contract Expiration Data In HVHZ Quts[de HVHZ Resistant Pressor® 24 Gai a izie Steel Panels i ga v n d tea Storm Pane 4 a Galvanized Steel Star Panels 2 g I m n 1 21312022 Yes Yes Yes Nf Y A Florida.Departmord of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel ofl oil IV2021 Code Filthy Or Date Dixe Dale Pendmu Di Sya. ygision Manuracturer Contact Engineer & License Validated ay, - Ijt;3 ld, a4 Submitted FBC Agamsal Adofowd Status ReNslon 2020 wo emaeuser Y:. Rev Baldwin. ICC Evaluation Senide LLC lip, Leher, RE. 2t022o21 n r a 10t13CO20 o2A)14 21 �+2p roved Approved Category: Structural Cnmponerxs 253 S2 -676. 1 ) 4 4. 608 6 9.3288 ( ) 3 Subcategory: Engineered Lumber Roden Biid-IrM.eymlta Compfl-Method: Evaluation Repot ft-a .coin Product Evaluation Entity PLa16a27-kfd Moifoats-11­ - Quallty Assurance Approved f use Aueroved fpr Use Impact Design sex o f Product Model. Number or Name product Descnotlat Comracl Expiration Date u1 nvHz outside HVII ealst r R a t r pressu e 1 Mlcrollam LVL Laminate Veear Lumber d 0813102' 2 3 No Yes 141' A Ni. A 2 Perellam PSL Panelist Stand Lumber "/312023 No Yes NIA N/A 3 TimberShand LSL Lardnated'51r nd Lumber 03MM23 No Yes NIA N/A 4 TJ Rim Board Structural Cpmpoate Lumber or Oriented Strand 03r312023. 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PA 1.2- � Simpson Strong -Tie 2020 FBC Approved Products updated,2f302Q20 � Simpson Strang -Tie 2024 FBC Approved Products �� Simpson Strong -Tie 2i)20 FBC Approved Products � Simpson Strong Tie 2020 FBC Approved Products 12J30i2020 • For direct links to all SST approvals Asked below: CLICK HERE For direct links to all SST approvals Astetl below, CLICK HERE For cured finks to all SST approvals listed below, CLICK HERE For drect links to all SST approvals Asked below, CLICK HERE. �3 For additional Inrametlon regarding Florida's �atewlde Product Approval 5yslemantl MAami-Dade County Notice of Acceptance.(PJOA), CLICK HERE. • For additional Information regarding Florida's 3te?ewide Product Approval System and HHarttl-Dade County Notice of Acceptance: (PIOA). CLICK HERE. I Product ravel : tl aml•Dad County Notice of Acceptance NO CLICK HERE. = For additional InrormaUon regarding Florida's Statewide Pr APA system en N9 a ( W. n For additional utfdrmallon regarding Florin's Statewide Product Approval System end Nuamd-Dade Coun Notice of Acce Lance (NOR , CLICK MERE. tY P ) FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 15l8" to 3- 9116' and heights ranging from 45116" to 11". Concealed flange Sea # Product Model. Number or Name Product Descrintion Sea # Product Model. Number orName Product Descrintion Sea # Product Model, Number or Name Product Descrintion version (HUSC) available for models haying width aqualto or 1 Titan Stainless Steel Concrete &Mason -B. TE$0 Produt Cot**t U-int 'So" 'A 0 rit 1411416 Pr dart Cie Valt Super%� -Awd 141'.102,4: U-mi-inAurik 0, :ou F, w P 2. Si A I L 4, X lz (D a) -C= cn _0 —co > 0 W C-) (D CD- C= 0 0 CT3 -0 1w -I..- to-= (D M 0 -cu 'V -= (n ja = 2 -2 a) = .0 Co LL 4- 0 M > cn — CD -0 a) 'n E " 2 a- c co C/) < ,74 US li ENV TII-M I I I , 06.5. ii, Ce) C%j a N � toPGT�lndusftie%.,fbf-tbi�kSe"n-es I" >< ebdoyce,d,),-L3LL cu m (D CD NOA N-6. 211-019SM E < < 0 UCL) CC, > > E =:3 III c— C/) > 0 > L— CDL O CDL < O =:3 0 cu W < Z z SHEET NO. PA 1.3 T---- ----F-F F--71 I — --- - — I — — - -- ILIE00 IIVG- TILLIT TESTING A ENGINEERING COMPANY WAT TF.R A. TTLLTT JR., P.E. - tiller aElsnm ILPR a\o-Nbl47 4a PI. C,t.Idueuxe NC. 001167I9 PRODUCT EVALUATIOF_PORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT'CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED ;STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC. 4800 S.W. 51 Street Davie, Florida33314 1 PURPOSE OF EVALUATION; This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Glabel Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1 D 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 Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2 EVIDENCE SUBMITTED` 2.1. PRODUCT EVALUATION DOCU_MENT4P,E.DJ; Drawing No. 20-176, titled "20 (SAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru26of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020, This drawing is an integral partiifll�f�s Evaluation Report. ```tIk�A f� - • Z NO, 44167 y,��FSSt OA.10 P•.0 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 �P6Trs,,6i$, PRODUCT F.V r.;UATION AEPOlt',E N(I III-ITT28.01 2 2.2. TEST REPENTS; Largemissile m sslle Impactandfatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, inc., Reports # 96-569 dated 08/09/1996 #96-570 dated 09/1811996 #96-T30 dated 09720/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04/16/1998 and # 2126 dated 10/0611998 witnessed by Gilbert Diamond, III and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2,3. STRUCTURAL,ENGINEERINGCALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor Spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., RE, S MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Cads, as per TAS 201 Protocol. 4.1M1f ND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, % 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8 9 10 11 P g 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. iA Iu1111AIINr1�NFy Ai NLN AA, \tit ��L� ..., �/f✓YI,/ s6 7 STATE OF s ih FtOR•- M SJONAO� vs FlAllfllll"Hk51N GENERAL' 8.3) IN CASE THAT PRECAST SMW. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE (SLID-- 0 -- DUONG WAL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 13A) AND IN 8.2). ACCORDANCE WITH THE 2020 (70, EDITON) OF THE FLORIDA BUILDING CODE (C) TO 02MM WM NWN SPECIFIC Da,,,4M 055 IMMI•; WIND LOADS WALL DETERMINED PER SECTION OF THE ABOVE - 1/40 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUIICOL INC. CODE, FOR UI _ #14-10 PANELMATE FEMALE D AND PANEU ATF PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A WIND SPEED t6 RI WHERE 714 THESE SHUTTERS WILL BE 0, THE ILL BE IN AND FOR A ORECTgNN.TiY EDGIER Kdo-0.65. USING ASCE 7-15 ARID SWJ.L NOT EXCEED TINE. MAXIMUM (RICO.) - 1/4'0 TAG SCREWS PER N.O.S. CTOR Kd USING ASICTTOFI 6AMAXIMUM - DESIGN PRESSURE RATINGS. INDICATED ON SHEETS 7 THR) 12, 14, 15. 16, 19 At 20, - 7/160 x 5/8` WOOD BUSHING AS DISTRIBUTED BY ALL PIRA SCREW, BOLT & SPECIALTY CO. S ORDER FIRST PER ASCE 7-16 C. 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHDRS, SNAIL BE 1 1/2' AND 2' FOR ELCO PMELMIiTE PLUS VERIFY THE ABOVE COHESION, ULTIMATE DESIGN LINO LOADS THEM SHALL RE FIRST REDUCED1 TO RSA. DESIGN WINO LOADA BY MULTIPLYING THEM DY 0.7 ESN ORDER TO AND PAHEIAIMA FEMALE ID. IN COMPARE THESE W/ MAX.W(A5.0} DESIGN PRESSURE RATIOS INDICATED ON SHEETS 7 THRU t?, ia, 75, 18, 19 & 20. IN ORDER TO VERIFY THAT ANCOORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE W000 FRAME UNIT SHALL BE 1 1/2'. NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE RMSNT THREADED PENETRATION. STRESS FOR WIND LOADS WAS jlLjt , USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED W ACCORDANCE WITH AIDS. 2018. C.3) MINIMUM EOOE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN TWS DRAWING STORM PANEL'S ADEOUALY FOR IMPACT AND 'WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 96-569. 96-570 & 96-TM AND C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8'. 1/4- 0-20 SCREWS USED SHAM. BE 1 1/2- LONG MINIMUM FENESTRATION TESTING LAB. WNC REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO OUST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AS WELL AMENDAR C'AN TEST EAR OF SOUTH FLORIDA REPORT )0218.07-09, AS PER TAS 201, TAS 202 AND TAS 203 STANDARDS. C.5) IN CASE THEY PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS IA FOUND ON THE EXISTING NLW EXTRA WAIL„ MOORS SHALL BE LONG ENOUGH TO .REACH THE MAIN STRUCTURE SEHND SUCH PANELS, 2. ALL ALUMINOM ZXTRUSDNS TO DE 6063-TES ALOE AM TEMPER. (tNBSSs OTHERWISE NOTED). SEE SHEET 2, ANCHORAGE SYALi, BE AS MENFINNED IN CA), C.2) & C4) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAY HAVE 3105-1,114 ALLOY. (0) ANCHORS SMLL BE INSTALLED FOLLOWING ALL OF THE. RECOMMENDATIONS AND SPEOVFFGATTONS OF THE ANCHOR'S MANUFACTURER. a. ALL STEEL SHEET META. PANELS SNAIL HAVE STRUCTURAL STEEL ASTM A-B93 GRADE 50 MINIMUM. G-60 GALVANIZED STEEL DESIGNATOR W/FY- SB.s bl (AFTER RETIED). A 8. PANELS MAY M BE INSTALLED HORIZONTALLY FOLLOWING INSTAL{ATWN DETAILS SHOWNON SECTION 3 THROUGH 10 (SHEETS 4 ROLLED). THROUGH 6) EXCEPT THAT WADERS (3) SHALL NOT BE USED. ®& S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 W YIELD STRENGTH AND 90 Inn TENS" STRENGTH & SHALL COMPLY W/ FLORIDA BIDDING CODE 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE Wt$$ SHVITER S TO � SECTION 241 3.3.4. ATTACHED TO INSURE PROPER ANCHORAGE THE SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME BLLLDINGS. S. BOLTS TO BE AST" A-307 GALVANRED STEEL, OR ASI 304 SERIES STAINLESS STEE" WITH 36 Kai MINIMUM YIELD STRENOM. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 8'-B THROUGH 12'-4-, AS PER SECTIONS 6, B. 9 & 10 AND ALTDOWTVE'S 6W, 7. ANCHORS TO WALL. SMALL RE AS FOLLOWS: 8W & IOW ON SHEETS 5, 6 & 12 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READLY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPUCMS E REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. (A) 11. THE INSTALLATION CONTRACTOR IS 'TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - i/4"tl TAPtAN' ANCHORS AS MANUFACTURED BY LT.W, EUUXX. INC. (Min. rC-3192 p.s.i.) THE BUILDING TO PREVENT WINO/RNN INTRUSION, - I/{' tl A J/r CALK -IN ANCHORS, AS MANUFACTURED BY DEWA.T INC (MIN, 1*g 300, p-Q - 1/4'tl „ 3/4' SOUO-SET ANCHORS, AS DISMOUiEO BY ALL POINT SCREW, BOLT & SPECIALTY CO. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNNO r*CU ATKONS (Min. rc-3000 P.4-L) PROVIDED Ifr THE JUMSOCBON WHERE PERMIT 15 APPLIED TO. - /14-10 PMNELMATE FEMALE D & PAWUAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (MIN. t'C-3350 p,..Q 13. (C ) CT EVALUATION (P.E.D.) THIS ENGINEER I M AND DOES NOT PROVIDE INFORMATION F1�SAPRODI SITE SPECIFIC SITEImo - 1/4.0 Cr TAP -CRAP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (T'c-3600 Pa.L) XI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4': 2' FOR PANEMATE FEMALE W CONTRACTOR TO RE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIpED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCIAENT. ,a NO PAWMALTE PLUS AND 1 1/4- FOR CF TAP --MP ANCHORS, CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSSI ITY. A2) CALK-N & SOUD-SET ANCHORS SOW. BE EMBEDDED 7/6• INTO THE POURED CONCRETE. NO E14BEGMEW INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. STUCCO SMALL BE PERMITTED. 1/4" ­20 SCREWS USED STALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO OUST. No I" MINIMUMFOR WADS WON NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WED HEAD. (d) SITE SPECIFIC PR(MF„CTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUTS. ENQII ER OF RECORD (E.O,R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A-3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANEM PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.O. ENGINEER, SHALL SUBMIT i0 1T+S LATTER THE SITE SPECIFIC ORAWIM FOR RENEW. DISTINC WALL OR FLOOR ANCHORS SHALL BE LORD ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. AWJ071GE SHALL BE AS MENTIONED IN Am) AND IN A.2). (e) THIS P.E.D. SHALL BEAR THE DATE AND MORAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. (B) t0 EXRi7NG tS1dPX€TE rxx WALL AM ,CAD• 14. SHUTTER MANUFACTURER'S LABEL SHALL RE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4• tl TALON ANCHORS AS MANUFACTURED BT L T. W. SURLDEX, INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1J09.9.3 OF FLORIDA BALDING CODE 01� LABEL I/4' ♦ 7/6- CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT INC (MIN. f cam=}5W Pa.iJ SFMTL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION T70893 OF THE 1/46 X 3/4. SOUL -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT e, SPECIALTY Co. FLORIDA BUILDING CODE, (MN. Fc-1500 P.Sa.) - 014-10 PANE WTE PEMA11 ID AND PANELMATE PLUS ANCHM. AS MANUFACTURED BY ELCO CONSTRUCTION THS DRAWING SHALL L ONLY 9E USED 70 PRODUCTS (MIN. e-207T P.I,N.) N1+tki HhNNTryH �TA>AL PERMITS IN THE STATE OF FL©WON - 1/4• 0 OF TAP ANCHORS., MANUFACTURED BY A• l'11 AH -GRIP AS TRV-'FAST CORPORATION aM•tti�•R A •'�,, ••.•, • .BUILDING CODE HI h Yetec.. HuMcone Zor1e 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELAUTES AND CF TAP-GFBP ANCHOR. INTO THEFLORIDAE� BLOCK UNIT SHALL BE 1 1/4'. °2°30 TMT�• 01Q. 1L• 20 GAGE GALVANIZED STEEL STORM PANEL tln,EEN Err. i 8.2) CALK-N & SOLID -SET ANCHORS SHAD. BE EMBEDDED 7/a' INTO THE CONCRETE 87.DCK UNIT. NO EMEGONo. 4 167 Z INTO STUCCO SWYL. BE PERMITTED. 1/4• F20 SCREWS USED sHA, BE 1 1/2" LORD MINIMUM SNOU GLOBAL PROTECTION PRODUCTS, I.L.C. C1 DAILSetD EXIST. MD I" MINIMUM FOR WAILS WITH NO STUCCO, q F' I L E C 0,... �9 STAT OF .III S.M. a, amEfT IMAT ENGINEEWO c6MPANY WE. R '! 't' '• OR ON aw G. M.. eon tR"M, 4AmdA n Aw PKNE, tle+%GT-T5,5, FAx: t6a,)HIn9-am 20-176 ar ., w"" : mu. -vam ,cMa aN-,.> Rs %�,. ,a ..4 Aw .. wr.NA R" DAIMON HP y�iip�/QNA rG sEAyswNATuIDAre a NN WALTOe mizx�s�`ii �, I rm re INTO EXISTING INSTALLATION DETAILS POURED FOR REQ,U AR PANELS CONCRETE OR CONCRETE (3) BLOCK STRUCTURES(M SCHEDULE D COMPETE ANCHORS (SEE SCHCOULE GNPOURM MYE, 6 iTpttO{MFN 9) GONLIE.W AIiCYKMLS SHEETS a Twwo ScHEMU N 9) G. CONCRETE ANCHORS ! �ifINLLWptl SHEZTS a nwtxwH e} CONCRETE�/4�JOUSTING f�� W7 i 'ODNCR£i EXSTRIO POURED II£WNiE6.l%4" j I i9 orl �1. /�2C. � 1 4- ,14,`.y a ii4 E77OSTAIG POURED ED CONCRETE REQUIRED. 1 2 6 I i E EoxmnmfP0E1RE0 ! t EACONCRETE � � � ~ �`ti + 1 T ���I j���i:• 14 OFAY i 1 '`'� I BEZ %aIFOIAC TO NABS. 1 I �,�,i SRq G E14RF BRIO I Wr UC Sam I -gnWl lrn TWM6 tD Lush. 1 4x�,L I SEE atN@46. Ew eIMAT a i,-•_.,, ,at A�� 1 ETa3APC R F'4 FNRotNNB i m a "MW aei I I I �..I`•',\ , "�\ -r! N6RY 6"RMGe NNA\ ETNRPOURDa E` ; NUT • F"Iw�o°c N'"-' i -TC12IWRROtfY YOSOR "OR C CONCRETE 'UQR .6 %9RTE (, BOCK WOUIREO. /°,• EVERY sm e i 12 1/r Oc e 1 9 �;,, - OONCRk.TE BLOCK ! `' CONCRETE BLOCK I. .q __...... ........_ REQUIRED ^+ t , REflwRED. �{ 11Y ... CONCRETE ANCHORS F: (� _'C"i O R EOUMRRD. 00NCRElE ANRgRS I — iTIL CD+oTIaPO •`-E-D= CONMAEM ANC 1 4 /6�"0M ' SIT s �' { .-. 4 0 BYL • Q0. C ,OIGCIIND M/ SHAD Psl�r rEve.. On 11aA (5FY SGiWIE OR`"`� (9E{ 9piEWE QN-'- +\ tsM. R TILn (;FE 5CMdAE DN'm R+• Oa,d. eu.. OEM' 9.{ SHEETS a THROUGH 9) SlEFTS 8 THROWN 9) SHEETS 6 MROUGH 9) SHEER 6 THROA. 9)WALL crP..w SCALE 3A-1- 3ti,ti[tS.3,.AE!(Xii.AE>oi /{�ELING�`R' ���)yT���E/� SCALE 3/8-1' p���� dt7[3fT6i. - -PUNT STANCE 3!e-, �E,NEe ,E�• T �1Nr����L•��y i4%6L LlI LI. CNA'r4_'�,E.. wlv6l.LYAi 5CAE 3/8-1 I 1 C.D. - EDGE DISTANCE (SEE SCHEDULE ON 'IINTR Mn 04 ro i SHEETS 6 & 9) 51AIs i 1 $ I � C. Lw.e. a i Noo FYyiy4 TOP & BOTTOM MOUNTINGS CAN BE COMBINED ILT-11— N+'ANA�EIi A' .. IN INSYAU.At)ON. ANY WAY TO SUIT ANY w . 3/4 $ _ _ FIERIER BUILDING LADE M h YetQct Nu cone ZonG). e�9ATEPOUR,LD, L--'----ED—_ - ' > C• I = OSO$B TaiEo, INC.rPREoumED. . 20 GAGE GALVANIZED STEEL STORM PANEL or., �E6i1+RaOatON DRIWT y r{c' DpipY, '• - STjM/I026 IL Ei►O rrEe. GLOBAL PROTECTION PRODUCT'S, U.C. CAM. 4600 S.W, 51 STREET .__>..___ ?, �fn•'.....`.. it,A As j e, LgUNMROD ANY DAME, R =14 3f6-1' NAB E Ns.1 a". $ A,W N. XNW PIKNE': (F6B}GI9-Ja4a FAR, (96a)VIII-4 a zD-176 Er-,R. , �— SCALE .E «DTI M1AiNAs ,W w: r aw DRARNNC Nn EATER A. law N,N., P.E 4a er-,,, _ BAIMA 467 9N[CT 4 DF 78 PRODUCT VVALVATTON REPORT NO. 20-0728.01 S MATERIAL CHARACTERISTICS AI11p SPEC1FiCAT10NS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E.D.), drawing No. 20-175, 7 LIMITATIONS AND CONDITIONS OF USE,- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26 s well a t as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tdlit, Jr„ P,E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167 President of Tilteco IncCA-00 7 ), , (Florida( O6 19), Nl EN 44P ll++ t�C 2J a �•,.• Z _ s M^, 44167 _ s ?."`'•'7�7.,�`5a.n �. cTAT; nF ::_cr r VVAT1LL DA TILTECO ADMON RECORDS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC 1.20 GAGE GALVANIZED STEEL STORM PANF14 DRWG 420,176 %REPORT 7r 2MT28.01 2. • '�'N• ! ED IYP. ^T EDGE 1-STAB_ A 1 I L I EC0 Inac. TILLIT TESTING S ENGINEERING COMPANY WALTERA. TILLIT, a, P.E, tltew@ael.conPR7F lit,N44167UQ( }LC.A, LT—Na 9006719 REPORT NO,: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALU TA ION: This is Product Evaluation Repo issued by Walter A. Tillit, Jr., P.E. (System iD # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Busyness and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P E O 1 Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', Sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte (�T1D t rVi116 Evaluation Report. �. R• 0`1 GEN,9, 167 T— = c STATE OF r IV 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Pli (305) 871-1�13�#A.31T"AtiS 1-1531 COMPONENTS FOR REGULAR tic LIFE SAFETY STORM PANELS (ALE 1/2-1") 5,196' {TOTAL msoo* (EPTECTNE 0.036' MIN. THICK GALVANIZED STEEL ASTN A-03 DRAPE 50 MINIMUM G-so GALv. Du" T =1111 t PANEL PANELS EMI} LIP W/ HaWED EA0['. ti....; 50.08- \' ! w ISOMETRIC VIEW DETAIL -A ROUNDED CORNER O ENDS. OF PANEL'S ENO UP W/ HEMMED EDGE. (N.TS) ® 2"X7"X1/4" ALUMINUM ANGLE 0.344 7.407'Y.063' .625' __J B57' L - Nth .EIS' KEY HOLE WASHER .OBI` 0.N)3fi• (MIA) --I �a94' GALVAN¢TS STEEL .375'YtlM .6750 KE O63' NICKEL .125-•- .iB75' �P^"�' WING NUT ALTMMTN4LY� NUT W/OUT WROL• WASHER W/ QW04AL 7/6'ex3/32' (SWUM STEEL OR NICKEL PLATED STEW, MEO_,,;y- '` .1 DETAIL � / r - i .093' i 2,125, 2060- r17kn,, At Y30' i/ , 1, . Q END STORM PANEL 1 41 .125' 1.1251 '1•;.S.. SM METED S.S. SEW RNE(rD � Fr��r'...� r- TO ANGLE O 7D ANfYE G I 12 I{2' Mc 12 ,/2. O.c _-_ 1.500" iS00' OET�AIL , .9 t' L 125 k EFN. 1 j { C t j GJ U 'h" HEADER UJ "U" HLOER (_!9 ANGLE (F,� ANGLE WITH STUD @ ANGLE WITH ORSTRD POURED i BLOCK REQUIRED. 9) REVERSE STUD � 7yp i0P EDGE 374 .OES; ow - M ..-.350• 125f 4'a-20. 3W SUM )-- .a7O".856' i » .6t0- l,„^)- .,3& E 0 12 1/2'EVIR) 0 ' ANGLE G 1RI T/2' TO 91" i i1:662" 1.671 •--R.7E5" ..:off• ...4 L_ �.._�_� 2.000'- ' ' TTP.) "F" TRACK jyf(= R 3,/$" "F' TRACK Q) ME PLATED .344"0 4T41ATilENMN,AA VATH STUD �� � A Tit. . �t ND. 44167 ,315" T``" # � *' ;, •# ' * S FLORIDA BUILDING CODE (High VelNtGity HUMCOM Zone isDuo KEY HOLE/.40 � STATE QP \ omp Two 20 GAGE GALYARIZED STEEL STORM PANELFR AT PANEL ry' P %0' " T eT A PROTECTION PRODUCTS, LLC. e' DAE AAIR]JA4A4TE f i -•-_---� CONCRETE REDNR®. Bl t..,..f r 4j2• AP-6Y6P CONCRETE ANCHORS '`�- . T} ES ON ISEE � SHEEN, a ?iRrnIGH 9) SCALE 3/0 %' T)PELNINGIXISRND * NEW i" WIDE x VARES x 1/8' STUCCO/ THICK ALUM TUBE OR T" x� -V'1 EXISTNNO --- WOOD BAND P.T. WOOD PLATE SPACER t G NEW I- WIDE x VARIES x 1/a• - AU M, TUBE OR i- x VARIES ..T. W006 PlA7E SPACER 1 BEHIND TRI6c r. }( CONCRETE R5 I --'� (SEE SCHEDULE OR ,. &1EE1, ! TTINOIIGH 9)� ; R COOL 1 + K C,,. EXISTING d ,N1C 9WCpl tkT1OI); b ( EeGa t tf2' Min. cow ETE SLOGS f AMi FtWTA tROHT ld dl CINDER TSPH REOU TXW ate. SEC OTI N X-X DETAIL EQ8 SPPAM 0710114 TRACKS AD SCALE 3/8-1- REQUIRED AT TOP OR TO M=MM BANDS F. & U DO CLOSIM DETAINS FOR INUAU.ATiON IN POURED CQFIOiEiE, NK STRUCTURES QQN= i = OR HOOD YAUD FOR TENDRIL UFE SAfEIY AND E-Z8" STORM PM SYSTEM ...4•. a�Rem ras') XaJ MO , G a iR• Is �_7,,O� 1 1 tt a"°AwtipE � I Ra'a w 1:ti:°,NaE1 n ASP,' r. I 2 1/Y SCALE 3/TS-1 I 4A»oni i � I -i �• Eoti-s+IP�m�n. , uii O N I A wmM tl �ae ' aV.' '•. I , i ,e ,n64 1 Y � aEas 0 I f i iiW�4P'` Aalnm CAS � II 1wPE" i SCALEa/{6�Ji CASE D (eLAN) SCALE 3/18-1- T- /4� i ^"" -'; ""'- 1'1G,e-+ \'�,, � Ze'�.. �\''s4 -•'\.'\^`'. � R�wE�,0an0, ��4..tai (ami U. Qui.,`y9IiMA4UlITJ161 11 -1 SCALE 3/B-t' E.D. " EDGE DISTANCE: (SEE SCHOULE ON j r"iJfi0Y7 S 1,ASE F �pLANl SHEETS 6 & 9) - SCALE 3/iNt' TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY EASE E (PLANS INSTALLATION. -. SCALE 3/16-t' PRODUCT EVAIXATION REPORT NO 20-0717 02 2 23. TEST Rli Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 r A - , 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. 0219.01-09, dated February 26, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-1 po 98 by QC Metallurgical, Inc., dated March 13.2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage galvanized Steel Stoma Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in -accordance with ,p y , section 1604 of the Florida Building Code. C I g , e a culations repared kiy Tilteco; P inc,, dated 12/1 B110 and 08127113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. HAND LOAN RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175- Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. a�yN� yf�Q1AgTt((Jt% ''�t;ENS" �?) ti 67 STATE OFQ RM 4/*.`,1'9010'NIA 11iN, . MAX. GAP tf4" ' PRODUCT EVALUATION ATPORT NO 20-072702 3 5 INSTALLATION• Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P,E.D.); drawing No. 20.175. S. MATE_RiAL CHARACTERISTICS AND SPECIFICATIONS' Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20.175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS.AND CONDITIONS OF USE: 7.1. Shalt 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 b Tilteco Inc. n i prepared y a d sgned and sealed by Waller A. Tillit, Jr., P;E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tiilit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). WATILL Dn TILTECO ADMON RECORDS k P. E. REPORT GALVAfNIZED. STEEL STORM PANEL LDRWG#.20-17 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10. 6/5 SW/10, 6W/11 A 7W/11 „ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 9 & 9 3' MAX - FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 11 MIN. O / O AS ` $OLTED PANELS W/ 1/{►-20x1" 5. M.s. BOLT W/ 7/6' X 3/32- W'INFNUIS O FA OVERLAP I , (SEE SECTIONS AS APPL"%-') MAX---!1/4. 2/4, 3/4, 4/4, 5/5, 7/5, MIN 1W/10, 2W/10. 3W/10, 4w/10, 5W/10, 6W/11 A 7W/11 _,__ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 9 FOR WOOD SEE SECTIONS ON SHEETS 10 & 91 REGULAR STORM PANELL$ t dE Q ELEVATION N.T.S. 2.6T (MaX Um-1 WTWLE VA en 1' MIN. 6/5 1/4- Max. GAP No '.O•,••. i�pF :• hEF 44167 �. -w. _ DR1 am TXTEw, INC. IL. E C O InQ.IN 20 GAGE GALVANIZED STEEL STORM PANEL 'DIANN SIT GLOBAL PROTECTION PRODUCTS, t1C.kTE 4aW SMa. 8/ STREET NMaC cls4)6II4•-T5FLAW.,(6sajgll-6T6T a7/e/2mo TWA.F� 6>aN. 0:10 MIIeV,: RMYN il c"DO"19 WATER A. TAUT &., P.C. 20-176 TIPIYMND No: .mss,s IMt war „�Mr, sat /MtD i' - 5"m 3 or 26 INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANEUCD do t1A STRUCTURES CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK B LCK F�m B1.IX:K RDEROCONCCDEDl CONCRETE MC"ORB SG)IEDULE 1"- SHEET 9) I « REQ� j If ANONORS NSCHQALE ON [ :!TNT2T 9) I I Aek (-- SCHFDUI l SHEET 9) C� \ i I ; I 1 , _ S i I I ae I O t OTTS Z YMFQ NUT G EACH -N TWO RUT G FApf W� 6 n I ! SDi MAY OF 1* l /.+: 1 -1 �7T tM .:fff✓. ! ir.'' I MAX In L- >E ARGOTS sTA 0 �ETSR9) (Tiff st•NEOUIF ON .� Bi3CK OR REQUIROO DIRECT MOUNTING SCAM 3/e-1". 14' SS. 90L.Y W2 WING NUT D.G. CO!lCIff�TE� OR moo« REOURED ilI1NSi SCAB 3/)5-T' E.D. - EDGE DISTANCE 1)RT�-FOR COMa93AtTrt){ OF sFCnDNS: (SEE SCHEDULE ON O & BOTTOM MOUNTINGS CAN BE SHEET 9) COMB)NED IN ANY WAY TO SUIT ANY INSTALLATION. f FOR MAD 5T:U 41:CTTIN4S ON 5HEET 12 f REGULAR STORIst PANELS ELEVATION SCALE 3/32•-1 -_- i 1/4' MAX, GAP I 2.67' (AIR CVERLAP>+-11 WHOLE VRIEF) z4 CONCRETE ANCHORS ON SXF2T 9) i/{• MM R KE aR SECMNA-A�(VTA SCALE 3/32--1- r,ytiQ�•:'''�t'AENS *'? �,. FLORIDA BUILDING CODE Hi h Velocity Hu cant Zone) No 44167 ? 97A1I U=. W_ 20 GAGE GALVAN IND STEEL STORM PANELOPAW F r. S ATE c � IL ECOIrho. GLOBAL PROTECTION PRODUCTS, U.C. MAX. 20-176 iNtWIFNB Nx •, • a A MN Aj'S/ ,A"ANNF RttiP . Z •• '� at` T LLIT CffM►ANY nw�. , c,IN aT ,"I . r: , aw rn-wT 61�0 4600 S.M. 51 W are, n. 53514 PROM: W4)BNT 1645. FAK (954)e6B-6797 Nx ,",snn to . ,a,rar Nal ��INi4iil,^ M MN.TCRa, U. J Cll Cll 0 0 N IL 0 co }tl V ^1 a) N � »V M U -� "ram v) ♦ 0 0 0 C5 Co 0 O +� C6 LL y— 0 Co > -� U) E 0Co O CU -i-+ Q Z Z W J ( V 0 M Cv 00 Ut V ® m IL a C!i O t " C5 m 7 7 << V r� �3 .5 %.) Q (n ^Ii W _(D U) CU CIO (D ICU CLL Vi W W = Q Z Z Q J SHEET NO. SH 1.0. M � ] • 4 WALL AND FLOOR MOUNTING INSTALLATION FOR aSCHRIME;; SPLIT PANELS �N I %..A W/, •V Tkt6i ig1.'14 q CI,EI 1/4'1 1, A[(e�eaoia6y3-x�AT,t��c�l�• � � i•r {�wT-f F5m'-r (TP T o V. DO G i• Imo" (TTP tnm mmN) 1 -_ - + MALOR 11 •� � � r� ,NR�oN [3) I• 1 f 2" Y W/1J4.41 I i r t EODE Oi ERA). °� crWN0E4T6 mR 1/r C 1" y/1a•. LVCGN 14. 1 r }€ `, 1• - 1• fELffROFAAL an1IT' \ A. wMOO W/ 2 TIP CO PaE1MtXY12N0 -MttN.t ED.-� % nuID PCMUVa elan i I I 1 I 1 y t oN-sRu 6 t=y �pf^�natyra 1 SCALE: T 4' : i' T 4 T t i DETAIL 1 i LT, 1/4- M... W/ #14r]/4• ♦ Ypr. PVtilNieN i� � ' 1• � �'� S.S SMALL !' O.C. y I® i mrm o, H. P.eN« -N.D Ps1. e'% PANNIER a MIn. R.alnu 1 1 2'd11/4XY_6. (hoes- -•1d2 [SHUT' R k b Y 3 l60. HOP ! 6ORM AT��N SECTION Y-Y SCALEF�-- ijF �.t,. ,.• SCALE 1/4'-}- DETAIL 2 OIL CDrZ itoNJ MULLION SCHEDULE A s) It4P9it WITPro P.r. 3A• AWN. MULLIONREQUIRED SPAN (R.) ' Min. TUBE MULLION - 4 4-6' 2' x 3" x G/r > 5•-E" To 6•-1D• r x r x Ida'. x 4'X 14- •• TO RM 0. ORIENTED SECTION i SCALE 3/8-1- NOTE: MULLION CAN ALSO BE wSTALL£D W/o STORY PANELS ON TOP OR BOTTOM SO THAT IT IS LOCATED AT T� OR BOTTOM OF OPENRW. (ONE PANE, OPENINO W/ TUBE TOP A BOTW 11�1[1 iil�l lily i -- I ,II w• 7�ni.:=;Rwnlr:)�nwA■■A■■■[ Ewe%a: °T�nNr-�sr. INSTALLATION INTO DETAILS FOR REGULAR EXISIING WOOD STRUO rN ww PA ELSnl A 01-A ES _ W//Y2r'NNyc�4>r�,s • r QG y m I \ 4 D.a ' Try ryy. sg �1y I 4�•ON \' ,AS 9aoa • r at V £ t ewPiom1 ,l•Y NAP ttAaw • r 44. 4 1 rrocai•.ee1 '� m imne NooP iNlN 4Pm-n .,.r�'�, .:Iewer,V xRWmm APNa. . y jJ ) ski. p•.1 1 2 ps�7(M.�. Oiae�iwrBlµNM�m egnr. �i fF lr 11 1 m [aptic wNllf AT NeMPm ar cMnw r9eu weR. -.__- w w J' � � � 1 M1. I r 1- � �• � P1 A•,M 1= / Pam` 17 i w_wm F 9 aAm wroAN 1 INSTALLATION WAL MOUNTING - ALTERNATIVE 3W SCALE: 1/4' ,' g 7 R -� _ Iate.O M TfOP APnf� INSTALLATION , - ALTERNATIVE 1 �I I t � sro sane • r.�.. NOIN.e•m a np4 SCALE: 1/4' • 1' >r i CEWNO t FLOOR M0Ik1TING WALL k FtOOR MOUNTING WALL YOUN7ING INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +55.5-67.0 MM. SCALE: 1/4- 1" INSTALLATION - ALTERNATIVE 2W AS.D. DESIGN PRESSURE RATING) SCAM' 1/e - 1' SCALE: 1/4- > 1' I fu-z-v-64 =w" as 7 NF r��'ANPtNAeulT�� >/y FLOOR MOUNTING INSTALLATION - SECTNIl1 TAW 90AL& E 4• - 1• / 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO AND PANEL'S LENGTH UP TO 8'-8'. vy+�P\'�� •'•••% •'•,'Q +55.5, -72.0 p.s.f. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN � y1, vCEN3 . FLORIDA BUILDING CODE Nth Velocity flu cone Zone) PINE NO. 2, WJ SPECIFIC DENSITY OF 0.55 OR EQUALL No. 4167 = +>o nTEDo. Rom' 20 GAGE GALVANIZED STEEL STORM PANEL tLQji: FOR COMH3NATi0N OF 5£CT)ONS> _= •t� '-�'. �" �.e,[•.f�•(.w. Gi.08AL PROTECTION PRODUCTS LLC, DI" A DFIN• TOP & BOTTOM MOUNTINGS CAN BE & 4,4:^,, L qiC) -2OWE • 4QRo 6.W, 6 FIRM FL tav A•A 1NH1n.Y •N•ae n AATIs PNOE 0001 7546, f xt CgWR 6p-NN7 ZO=176 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CP g21, .A42SSdO AL �- i•." °eW m},DA-10 ��� •�'"'•" M RY ee FFApFH IIININ S�/D� WALTLR A T1LLHr HIP£ •• ,T-iu - - BEET ID OF b CONCRETE ANCHORS (SIX SCHEDULE ON FEET 14) Soo" Poem cokIRE E REOURED �W I I I IFOR m BEPmA1fO1 I (SEE CET. ) i Mom CONCRETE AN0i05 (SEE SCNLOULE ON SHOT 14) POLED CONCRETE " .. TR9w9Nr�i Mason Am �wlrw wwwwwwwmmIRMIi fL ��I ORION ■i.ei�ileiL i�=truer r>fsr�raret IL -Al SHEET 14)--•' WALL i QUNJING INST&LAM WALL AND FLOOR 1AQUNTI►#3 INSTALLATION SECTION i SCALEG 3/1- - I" - SECTION 2 SCALE: 3/8' - 1' NITTFS ON LIFE 56EM STORY/ PANEL. SYSTEM HST., AlNYN ; T. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR (AST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION M BETWEEN END PANEISj. LIFE SAFETY PANELS ANY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS R (W/ 0 W/O BEDLAM TRACKS.) 2. LIFE SAFEi1' R� PANEL CONSISTS OF 0,039• GALVANIZED STEEL STORM PANEL AS PER COMPONE14Tf4 SHEET 2 OF DRAWING. THIS PANEL ALLOWS ITSELF TO BE REMMD OR INSTALLED FROM THE INSIDE OF STRUCTURE, 3. RED NR'ONFNT ®& BOTTOM TRACK TONG THIS COM �)AS PER SHEET 2 OF DRAWWWI - COMPONENT LLAY BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I & �` •• 2 ON THIS SHEET. AS WELL AS DETAILS 1 & 2 ON SHEET 14. r�d'•3P . 4. Min. LENGTH TOR COMPONENT '3 '•, M. ANCHOR 'FACINGFOR C ENI gDANCHORAGEAT BOTTOM IS GNEN ON SCHEDULES & 2, SHEET 14. COMPONENT e-2y BE PERMANENT OR REMWAI3LE. - 5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BLAlDR1G5 ON SHEET 15. 6- SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATIDN OF Y'+ Ffi5 SPACERS AT TPW KS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD SANDS, /FDIC 1 I -WA 2/4 2AA 3/4 a, 4/4 L-*N, 2;& 114W/15 & IW/15 ALTERNATE L.00ATIE ' O( LIFE SAFETY PANEL L- AREA W/NO LIFE SAFETY PANELS ! LOCA710N OF LIFE (SEE NOTE tBELOW) ---_-- I.E.. R£GUTAR PANE15 W/ OR ----`--- SAFETY PANEL --I W/0 REGULAR TRACKS (SEE NOTE 1 �••-"�--•"" BELOW) LAST PA,&T, fiS PoV6IKLED AS P I M LIFE SAFETY �4 PANa OPENRIG skW1L ARWAYS SE PBDY70® tidl RIEAR HAPNA& TO FACISTATE INSTALLATION LlA E INTENDED TOO. BEASU� OR REMOVED FROM IMSM ELEVATION SCALE 3/32'-1• ®N ®aR 7 1 • 1 • A i.-,/4-M9x. CAP i% 1. 1 $ enFAOR PAAiS. $ MLTOWME LOUIN DOGE t) AT FND PANELS SEE NOTE 1) SECTION B-B SCALE MMIMU:M EMIR LEND MLW SCHEOULE swum rNry nm. aari e!'?, rli3 HACTAH lvwc ac oco ecrnwc . tuml fn -rw sucrlc a < r cl pEMSA�Xq)/(R,I AND. rN1IN0� AL.. LE7W1Gi fSEEL R -TO 9LgAMTPOH m CLASS PANEL (xMa1,aN / I= AND AIWTHIN +SSA, -72A7 r-r On LESS... 1 I/4- Umomm I ymw a e 7 +55A, -72D >7.-r TC W-V MCA. 2 3/4- UNIVITED I VIRU 5 & 7 +SHA, -77-0 >M-r TO il,-r w- 2 1/2• ' 6 +43A, -4&D 12•-1' OR LESS 3 Ilr a. 9 At to • SOLID) W/ 1/4'.-2WH• IS, IM & NRINUT A7 OETRAP & LM$E OTH OF PAWL SPACING SCHEDULE FOR REGULAR i # A 2 IN,^1CALLATIONS INTO IS-TING CONCRETE A CONCRETE BLOCK STRUCTURES MALE ONLY FOR PANELSM& Q 8SfA1LATiONS AS PER SECTIONS 1 TWRU 7. ON SHEETS 4 & 5) W'CW Wt A.E.D. orsm FREE TMTMU tp f r.) MAMA M AMOMM SPACN6 FOR M . 3 11r SECnwNS a ANY COOS TRAIN OF THEM MAIIAUM PANEL LEINGM 'i' (1l:) TAPOW -To a SAP -CEP •CJU4-M Finaw E TBAIa 0 - PN4R'LMIIE /".ITS ro CORCIEIE ro COPARtM CODE ro WHORM TOW 0 ORM 10 COCRETE TO CO,M Ta CO CR€IE To 0 Ir -. N/A N/A. N/A tr N/A r RJlA A' JtfA 1 t•KI e r N/A R/A B' ! 6` 6 C 6 1 (BOTTOM) 6' N/A N/A N/A 6- N/A 6' PH/A 6' N/A 2 (TOP) r WA MIA R/A 6' N/A 6' N/A b` N/A 2 (BDTDOLO .SSA -72-0 6•. N/A N/A N/A r N/A 5" N/A a' N/A J k 4(•y,) 7'-5' ON LESS OR LE S 6• a' N/A N/A 6• c •" •' a• •` 3 (BOTTOM) - 6' R/A N/A N/A r NIA W N/A 6' R/A 7 (MP) 6• 5" W/A N/A Ir 9' a" r 6' 6" 4 41 7 (Bones M/A N/A 12 1/r 6 1/4, 12 wr 6 1/4' 0 1/0 6 1/N• & 1/4• 5 4/4" 3 ) SEE SHEERS 10 & } I FOR AMMON TYPE k SPACING FOR NN I ATIONS NBO WOW IRA E wiEA1Q. MNIAN NOW SPAMIC) AHD WIN" FAO: DISTANCE AWE RIOMATEO ON THIS SOEOAE FOR ED LESS IPAM YXTOATEO OR SaEDU E REDUCE MOM SAh" BY MMIMMw SPALMR W,ONN 09 SCHWULE NY DIC FNLOWRIO F14TM FOR INS OPER DW 10 BE FORMIC REDIM SRWM DOWNED UBMC FACTOR SIMM NOT W LOS THAN 1,WMUM SPACWR WO400 WR EACH ARM" IM Al AHCNORS URND 0. AYrIORTYPL V41 ,d4•r 1/4•• ,/49 T!A-. T/4� TAROT a vn-as ^ iifeC o -W ,tiDo-AFR M N,anR 3PAOW 04 3 3 3 3 2 ,/2 3 4i�� .A gyp,1. EAPJ ] 1 3 3 3 3 y2 RA.IAtei bl.•b w'.ik) ] 3 ] ,/$ 3 1/2 4 3 1/2. Arlo. 801` 0 OIRIOR - 21/r ]• LAD tA0 - tm .R ] 1 - tm tm LAD 1 1 I 1 p I 3 SEE SCHIEW FOR if. SEPARKTIOM To OLV34.Luc I l f f I t I Ea � I 1 I CO I I � tt i 1l4' 7Jt N W/W' Sa S' 0 1/4N9 V"a ' M.R.. N 1lA- O.C. 1 i 1 { 1, I ; k LENDING FOR FA&i OUP m TO T AND 6 FO t/<• o.C. FOR LlS1D7H5 Lff m 6•-6' FUD SE 12 FE411E 0 0R i ec"'1 I POAR,E/LWIVTEED PLUS * 1/2' 0. L WITH i 1 IN4 THREADED PO#ERAT)OM a ` ` 1 OF 0391110 ALL L6Xi1 �MP� FOR DIRM Emma SCALE 3/8-l' ILLATION LLSLIEY7 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55:5. -72.0 PSF AND PANEL'S LENGTH UP TO 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. STUDS e E (12 1/5 TD HO INSTALLATION ETD AILS FOR REGU��pa PANELS(j) INTO EXISTING WOOD STRUCTURES & dA 1, 00,,cG, WWl/ �OPBIRNR i •/ ") •`'S ,% �/lylyyp•y�IjA���,aIAO��;�� Trout POlTw0011 � ,�: T,fjd fJYy .--'('`Min 6• IFMC EO I l ) 1 t REOURk9 - Mtik® w I 1 ). ALTERINATiVE 1 W SCALE 3/8-1• ALTERNATNE 2W SCALE 3/8-1- t i SEE NCIE ON SHEET 8 I MA s xitom FOR 6uRATR.Y1 I TomAss, i �• r 9 E0 i ED EO _ - E 1 i 1 PEaNIlD -' L��t•,rP,..� k 5 i i 4� w+c aD� a e• D� i , � ,ji WA W• S AO R 1/2• Mn ,19MI1N0 PaalPAncM 2 4' Pµ1E • wDAwm 0, RATE ALTERNATIVE 3W SCALE 3/8.1• ALTERNA'RYE 4W SCALE 3/8-t- IT 1A^I1IAHU^ A►ICTAL I ATIA►I NOTE : SHUTTER TRACKS NOT SNDWN FOR CLARITY IS) �. ALTERNATE STUDS 0 �T02 '/ C. HDtD P 3/6' MkrL (USE 1) s• W. (CASE 9) R OR @E MAXIMUM ASO. tAPCDN CF TAP -CRP I CNX-M 1PARCIAMR01090. PAIEUNX PLW APPUMBLETOOEM P"E59UMEhkTHO R} TO C CO+ ftm �� DnN Te CONCRETE i° TO CONCRETE OLOOK iA7wcpE(E MB# & OF iu7RDN iANINRUM PANEL LENGTH V[H,) 6` N/A N/A N/A 8' N/A 0-. N/A 8" N/A 1 55.0, -72,0 - 9- 7• B' 9" r B" 9` a- B" 9• 1 (BOTTOM) 5'-0' OR LESS 6` N/A N/A N/A 6" N/A V N/A V N/A 1 & 2 (TOP) +55.0 -72.0 8' S' - 9" g' 9' 7 1/2- 8" 9" 9• 9' i (BOTTOM) V-O• TO 7'-6- +SS.O -72.0 8' N/A N/A N/A 6' N/A a N/A 8" N/A 1 & 2 (TOP) T-6' TO 9' 4" 9" 6" 9' 8" 8- B" r 6- 1 (BOTTOM) MAXIMUM A= MOM PRESSURE tMIG I (SAro • S/6' tlr'. MW TDP OF ANwL) IiSi 2 {SAC s 3' LNv. IIQR 74P DF,ANaO APPLICABLE TO SECTIONS I & cc Op Of THEM MA)OMIJN££''�,. LENGTH LtATILT T - +482 -51.5 3' r 4 1/2' 1 4 1/2' 2 (BOTTOM) 7'-6" OR LESS +52-8 -66.0 3• 3' 4- i 4' 2 (BOTTOM) Y-6- OR LESS +55.0 -72-0 2 1/2 2 1/2' 4' 3 1/2, 2 (BOTTOM) 7'-6" OR LESS +55.0 -72.0 2 1/2 2 i/2' NIA I NIA 2 (BO'TIOM) 7'-6" TO 8'-8". +SSA -7Z0. N/A I. N/A 3' 1 3' 2 (80TiDM) 7'-B" TO &•-8' W e e: • . l • N ' • 9 f 3 L : : _ \ . A • e A.B wmee NSA. RM1 Mu. P,xa taATRM PlB9W)A�W�-,�Maw T.• (NJ Ie.Mat RONAa01r POLL y.) t9ff tECWMs) ro •16a COIWnOx SEE SHEET 15 FDA ANCHORS rft & SPMXMO FOR IOTAUA.THOMS INTO WOOD MAC BUILDING. MHWM ANCHOR SPACOM AND MINIMUM EDGE DISTANCE AMC HOODED ON THS SOMBOULL FOR ED. LESS I"M perAm ON SCHEDULE REDUCE "tow SPACNC. BY MA.TKWNG SPACING MN ON SH SCHEDULE BY 1HE FODUWNG FACTORS. FOR THIS OMOON To BE POSR1 RWUCFD SPAtJ'NG ORIAMED UWNO FACTOR WALL W01 BE LESS THAN MOO" S•ACIO MOCATED FOR FAITH NKNOR TYPE AT AMMON tEDBD. Now TOM Ile. 1/r. 1/49 Ile. 1/4•. TOWN RW TM-FAP MY, Awo 0,014 Eh) 3 3 3 - •MAYP•m%R DW 3 3 3 3 3 ERA,MnS waa•0•y 3 s O 1/2 9 t/% 4 AWL FA OW 111110011) PAOOR CODE (VALID ONLY FOR PANELS AS PER SECTIONS T TH8) 10. ON SHEETS 4, 5 & 0 MAXIMUM 1MR" ANOINIAS SPAGBN3 FOR EA - 3 Ilr - ASM DES" TAPCON OF TAP -GRIP CAI( -IN PANEIMATE FIXALE 0 PMMANTE PLUS SOMA SET TO SECTIONS III MAXIMUM PANEL 1 SAIM (P4.F,) m CONCRETE To CONCRETE WLOOL m CONCRETE To CONCRETE BUICK 10 CONCRETE To CONCREW O.Od TO CONCRETE TO CONCRETE Bf.00M m CONCRETE m CO9%NETE BLOC( mONC CETE TO CONCRETE BIOCN ANY COLHMW ON OF THEM UWMN 'L' (R.) 71r NIA N/A N/A 8" N/A 6• N/A 8" 1 N/A N/A N/A 1 (TOP) 6" ) 4" N/A NIA 6' 8" 6` 6" a' B' N/A N/A 1 (BOTTOM) 6" N/A N/A N/A 6" N/A 6- N/A r N/A N/A N/A 2 (FOP) 6- N/A N/A N/A 6' N/A 8. N/A 5• N/A N/A N/A 2 (BOTTOM) ..3 55.6, -7ZO 6` N/A N/A N/A 6" WA 6" N/A 8• N/A NIA. N/A & 4 (TOP) >7'-5' TO W-8" OR LESS 6" 4" N/A N/A 8" a" e' 8' 6" 6" N/A N/A 3 (BOTTOM) 8• N/A N/A N/A 8• N/A r N/A 6' MIA N/A N/A 7 (TOP) 8' 4" N/A N/A 6" 6' 8" 6" 6" 8' N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2" 6 1/4- 12 1/2' 6 1/4` 6 1/4- 5 1/4` 6 1/4" 6 t/4- N/A N/A 5 (TOPA TTOM) 6010, -53.3 N/A N/A 12 1/2' 6 1/4- 12 1/2" 6 1/4• 8 1/4" -6 1/4- 6 1/4" 6 1/4• N/A N/A a (TOP/BOTTOM) > 8'-B' TO 11--2- 55.0, -7ZO N/A N/A 6 1/4' N/A a 1/4• N/A 1 6 1/4- S 1/4' 6 1/4` 6 1/4• N/A N/A 6 (TOP/BOTTOM) '-8- TO 17'-2• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4" 6 1/4' 6 1/4' 8, 9, 10 (TOP) 43.8, -45.0 8' 4" N/A N/A N/A N/A NIA N/A 6- 1 6" 6 1/4" 1 6 1/4` 1 8 (BOTTOM) 12-4" OR OR .LESS 6" 4" N/A N/A. N/A N/A N/A N/A 6" 6" 8 i/4" B 1/+'. 9 (BOTTOM)N/A LESS N/A N/A N/A N/A N/A MIA N/A 1 6 1/4' 1 6 1/4" 1 6 1/4' 6 1/4' 10 (BOTTOM) SEE SHEETS 1Q 11 AND 12 FOR ANCHORS INK * SPACING FOR MSTALLATWTB INTO WOOD FWUR &HRNY. MINIMUM AMMADR SPAMMOS AND ROOM WX DISTANCE ARE INDICATED ON 1H6 §CNECXILE FDR E.D. LESS TRAM DICGTED ON S NAE REDUCE ANCHOR SPM04 BY PUL"ILYRNO SPACRH SN1OW! DN SCN67TULE BY THE FOUDIMNO FX70RL FOR TNS OPERATION m K POSSIBLE, REf = SMCINO MAIMED USNO FACTOR SHML NOT BE LEM TiMN M{N9NM SPACRO IMBGREO FOR EACH ANCAOP. TOME AT ANCHORS LEDEIR, ANMIX Im ,/Y• 1/C. 1/4-. 1/4". 1/4 i 1/ce T:PCdi .. CF TAP-alP D WLX-M ms-8EI LWI ANCHOR 9PACA0 DO 3 3 3 3 2 1/2 - 3 4• a,TA rAew.Lr ([nJ 3 3 3 3 3 3 $/1 aA.AN41 13e•Peh 13e•A tWi 3 3 3 ,/2 3 1/2 4 3 t/9 Amm LG PAW ompsm P A'07 0 W 2 Ilr 3- 1m 1m - tAO A3 - 3 } - 1.01 INSTALLATJ,QIV DETAILS FOR REQUIRAR PANELS3 A INTO EXISTING WOOD STRUCTURES y 7,1, t 14-10 PANELMTE PLUS /4-10 PANEUMATE PLUS 14-10 PAMELMATE PLUS � e i 4' O.C. W/ I.7/6" -I•_. I� W/ i 7/e• ,,:' 6 1 A' THIReAdED ENETRATION TO ER RNR WOEIOLiEf�6R� m - E%15AN0 W06DTHREAIJED �TOEBEADiR iR ;t EXISTING WOOD HEADER yy 1 � STUD EVER, S • ! \ ! i i i 8 ,/r OG 1 EOnWOOD HEADER M21 1 s t WOW MEADOR REOOREii 7 Xn• • t i � -tT I f y - r 6Ef SOEORE OI ! ' SEE SCHEARX SM SC s xEr e 9HE "SHEET FOR FOR 9FPmSOVAKTION 4,gE1 , m 1AAAN. i W t . ks: .:.... ..... Mt, PANEL L.ENOTH ..__ __. \`� ".._ Mx PANEL LENGm IlA'i-2OX1 8.0. E Na NOTE 1) //4s 20%1" 8A (SEE NOTE 1) 1/4Y-M%t' Se. (SEE MOPE ,) M3: Wl TlY4 ` 'y7t}(- - MJ4��'M/ 2/61 3K/SyryW/ 7/b'N 1 I i I I 56X 9 r 507E I OF Y OF 1" i OF 'L• { MA11 j NtW r MAX .�a/32 Mny 'U'I r ,.c wxG 4P1f e •I ` EO. ♦ 12 D-r..-C. ,l. 2 t 9G ` "1 a )l4• ac {' _.L�".........._L __._J ' ,+, I to. SCREWS W/1 1/2- 2 iM' WOOD. ` I 2'xi' WOOb PLATE () } 2'x4' WOOD PLATETHREADED REOUIREB it PANFIANTE PLUS REOl9REB T-T-- 1 2a,E. t PRNEUNTWN AT 1 Q B 1/4' 0.c. W/ 1 7/a- i f :. WAIT I 1I Lu0W0M OF PLATE THREADED PENETRATION • qF PUTE i1 sY NAG SCREWS 9 AMID WNlT11 } { O.C. S(AGaim W/ T "II L33��J+�1• AA/�A �*�,rykI TNRF/rbi6 PEN Ae3L3&AYJ".Ali i ri� irldEl2LQ.. ? y`'.." 1 AT MIOW'1DTN OfPLATE L♦f115 SCALE 3/8-1' SCALE 3/8-1- SCALE 3/8-1' i 1. INSTALLATIONS FOR ALTERNATIVES BIN. 9W & IOW ONLY VAUD FOR BUILDINGS WITH AS.O, DESIGN LOADS UP TO +43.8. --48A P,N.#,. AND LAN+IMIHM# PANEL'S LENGTH UP TD IV-4` "�E•..' • r��p v*v „ 2. FOR NEW WOOD FRAME CON'MUCTION: WOOD MEMBERS TO BE SOUTHERN �,LD�W .• `• s+ •• -S ••. F ••'• ys BUILDING PINE M0. 2, WJ SPECIFIC DENSITY OF 0,55 OR EOUAL. FLORIDA CODE (High Velocity Hurricane Zone)] HM FOR COMBINATION OF SECTIONS: _ No. 415 •. * _ ° 0 71.1tt0. RaG 20 GAGE GALVANIZED STEEL STORM PANEL TOP &ATOM MOUNTINGS CAN BE �r /W /� GLOBAL PROTECTION PRODUCTS, I.I.C. a/M/20M COMBINED MBBd.i ED N ANY WAY TO SUIT ANY it � �IOQ`' • � IL E C O o lC. PATE. `T. - 4WGkW.S11NPEE a 20-176 .� * m ,s .a�We+b.` _ PICK. (�4)ON Tsar, FAutiBS4)bR-M AAAIgNJ � CA-0006T19 mr ,m• •tr.nn, eORA1W,: MN1N E, ,MITER A t. P- tMQi 12 tM 2$ 1 INSTALLATION DETAILS FOR OPTiON # 1 FOR LIFE MFETY STORM PANEL SYSTEM -• 3{R4TR3 r QQ W/ 1/4/-1/2 IWAMn, INTO EXISTING WOOD S• R CTURU RfED i 1 PEETRaON / I m F33STMO WDoa HNADLR DO I E RRECUM 1 EO �I E •�. - ��Hn30 �EAp WORDS` 'WED S` 6 012 1 0-r- ALTERNATIVE 1 ALTERNATIVE 2 i 1/e• N3r. fl4Yef' MAOW1i •� o =114tFOR1 i I 1 3 1K,01H rED I 1 ! EO ED f._ 1 FA• i r iL,1 WOOD K1 w S' ,I �' RFAUaEO I 1 ) I '� i wuob rutE L 114 t g� k. '• $ AAL ALTERi+I_ATIVE 3 ALTERNATIVE -4 1-- t/4•A LAG SCWEWS a fCQA. W/ 1 1/2' •t(i I i ft PERyRF,DU9Ej tp%itlO+¢wN'6� ! N 1t 1/4'1-2042` Gx MS. • e' tl.O CR Aj[E VE WOOD FRAME CONDITIONS TION1/4"-m ANCHOR L-C S PAAmMAX FEW" 10 DR PANOJAATE. PLUS a 6. O.N. W 1. 1/2' Min. SO,"- v6• - I- 1HRDuP&WRIAT" To NODP PLA1E .m .m 1 SHUTTER TRAM HOT SHOWN I" cwm WALL MQUNTING INSTAL TION 3NN,311L14N �,A.TlC(/� ALTERNATIVE tut SOIL J/NI• - r• 3Q� �Cfpl "- i NO..w67 FLORIDA BUILDING CODE 14 h Veloo!!j Hurricane Zane *- I� x e= TR.TECD. w- 20 GAGE GALVANZED STEEL STORM PANEL 1. PISLALATONS ARE ONLY VNM FOR WILOINS WITH A&O. OEM LOADS UP m +553. -72A qt AND PANEL'S L84MM Gm m 8'-r. S ..qO�� ST I� FL Rj0 ,' OF�•S '•. � L MC. GLOBAL PROTECTION PRODUCTS U.C.Q7/2�20Y0 F 4aE 2. FOR NEW WOOD FRAME CONSTRUC IOW WOW MEMBERS TO BE SOUNRMH PIN: NP, 2, W/ 5000 FIC DENSITY OF OM OR E UAL. !. %S/ A,• nUjT Torm 4WD SW. 61 9RKET =1Fft rJJNN RCN#+ NN >AN e. w Ssa %sg rlLCO%H mw Frey r but m-tmA . rw r PRO m-rAn P1RRC (95a).p 76rL (9a4MaR-BAi7 20-176 comm Nx Ps. 9EM14MU1URrJOA1E 0t-W06J19 WRIER A Y.,. P.E ,� rN 4.- Msrr Ara r:r m,2-,a .SMITH 19 Or 26 N N Cn -Cu O O co 0- O O ��1♦ VJ O L Q O Co O -� Cn L Co O L- (^a .� -�0 /6 VJ Q O 0 ti CIQ a-mX m i - e- m ® M 0 -� W Q CA QZ N .' J d) a . 3 � � LL C- U� > ® !� . LLl Cn W U) O CL U CIO O L- LL 0 a) W LLI = Q z z Q SHEET NO. SH 1.1, (3) C/) -Cu > 0 0 (3) 0 Fr C[) CD_ ISM SECTIONS ON SHEETS 17� 18, 19 C -0 R QF_T1 _I._j w (D MAUX19N UETAU EQ N #2 EQ8 WEE SAEEIY =WYANEL-SYSIEM INSIALLA119N DEML5 F_QR QPTIQN #2 FOR UFE SAEM STORM PANEL SYSTEM MINI IN-10-EXIONG RQURE0 Mir, ETE OR CONCRUE ILQCK 5TRUGURES 0 U) -L-- "W/20 = -cu CJ) I TAPCON ANCHORS, W4' TAPCON ANCHORS INIQ - jX121IN9 PQUREQ QQNCREJE QR CONGREIE BLOCK SIRUMHU V D.C. 0 Ir O.C. F- '9' GO, ANCIVIORS W, '1APCOM ANCHORS W -0 TAPOON A404M 0 0 0 0 0 oOmC;2rT&' i POURED CONC ADVISED OEM 0 'a) 7­ BLOCK RECLAIM i a -_ - I - OR CONCRETE �adr' OR CONaf SLOOR L_ 1/4� 1/4^ REQUIRED REQUIRED 0 P'� 0 LL. E.1mo 0 -6-j V", i i IV > 2 7 U) -P-0 77- CDL r =�_a a) ZO 041"10 ENGE" 10) Iir�2o�l' ILL ixIL 12- Co C) A PANEL LENGTH C_ CT3 EXISIN 41 kl�LL SF HIEDOW MAP , filll io I�A 4 ::Wr 2-- _41 L j �7 -, ""mv T r I *1040 Cur ""0. Can 00CRUP 1 X I � 1 1 i i i * NA. It 04vw WIF. 44/114.1156 Cope. i No, I t7 SAW/1% 7AW/1, IIAW/W EXTERM A, wglm 7t7r477 18, 12 20)----­-_-------­- (SCE SECTIONS ON S34EM 17, F-D. ED'. QPTION 12 FOR LIFE SAFEII MRM P-ANELCD ELEVATION SCALE 3111r-l- '/r w ,,�Daeo 44 4-S.S. hm W/ Cjw/4-.: Acs, WV NUT WASHER WNG NUT vmSHER UK S*TtY V/V Ox- (w am* .1 iw.!1)Le w I PANEL 3/32" *No NUT 14-ID-0 PANELAVOt PUJS W/ A 3/32' WIND NUT WASHER L: PLUS W/ '/4� TAKON L__r"IT�r ANCHOFI$ AIRCHORIC Ile TAPCON ANCHORS L____XhCHORS 1 0 6 J/A� C.C. NO WASHER 4 Ilr 0.c� 0 4 Ile AC. W/ vw� WADGERED W/ SFUO) 11--apm Dow= L L_r==-. --r. 'Coo-larl"L L--wImm-cm QQN� SLOCK REQUIRM REQUIRED, REQUIRED, ACQUIRED, REQUIRED �[OON A -A LIATtON WALL MQUNTMG INUAI I ATION WALL MOUNTING INSTAUAIM WALL MID INSTALL&M, WALL M0UtMN9 SCALE alvr�ll fim" a" mow__m__ INUINUAM z EL K-A& 2 KWIAR EM" a LET-SAM PANEI 2 115%mm ffi�WLU MAXIMUM A-S& RES19N PRE55URE RONQ (ja.s.f.) AND SCALrS/e-I' sC";s/SYYT' SCALE 3/B"_I* SCALE SCALE SCALE 3/S*-I' kS1IS5Ls1r_Wr!W0M M861MUM MILL UrIvin L KHEQUE ...:T - /AID= Tin I $a Sim To & 90 MA 002"Oft TIK & - I Ile. ahLIX" INTO WOW Sm Sim 0 * 20 Am AftCHM TVE A, SPAM MR INS T1 No. 44167 FRAME SUILOW 940110 FOR "7ALLCIONS CIRO wm WM" Amcbm SWINGS A" Mu" sitaxo� M. FICAME 1AACING, 3 _L_ .44167 a z EM INSTAMPE ARE VNICATID ON MAE " 1-1 11 or 1= 3 a * Lw9h velo!!� N FLORIDA BUILDING CODE fth Velocity Nu cons Zone) SCHWULE FIVE E& LESS IIIAN INDICATED ON FLORIDA BUILDING CODE LH�h Volcolly Nu carmt zoned =u04=jrm'w . z*1 FLORIDA BUILDING CODE Layloom Zone) MAXIMUM AS.D� Max. PANEL LENGTH 30"MIRE M= ANCHOR VAC44 01 SCHEMES: MR E4, LEE$ TIM 14400 uP_ 3112 or DESIGN PRESSURE L (ft) MINIMUM SEPARAIIi 20 UGE GALVANIZED STEEL STORM PANEL FY M&AMPLYINIC VACINCI SHOWN ON ifiT 02M s , 1 02M rum w_ 20 GAGE GALVANIZED STEEL STORM PANEL SCHEINALE RW= ANCHOR WACHS of 20 GAGE GALVANIZED STEEL STORM PANEL RATING (P.S.f.) (SEE SECTIONS) TO GLASS C( DAWN ft By THE ""Dwom; FACTORS. FOR THIS BRAIN w.__ 0001PIN04 SPAC101 "" 09 SOMEPULE 0 ST.ATE, 'Argr DMIKOOK TO ME FEASIBLE REDUCED By 1w ral"Ama 4vmft I" " J5 - Am OPERATION TO K POWRE MUM SPNIM INSPIRED USW FACTOR SMALL HOT GLOBAL PROTECTION PRODUCTS, LM EASE, CAM- BE LESS POK MUM SPACNO MEATID) GLOBAL PR07ECTION PRODUCTS, LLC. VACM an�wo Uspa FACTOR SAALL MY - T, TLE C -0. 4000 SA 51 STAIRT +55.0, -72,0 2 3/4' UNBOLTED "m S.W. 5 STREET FOR EACH ANCHOR TYPE ON THIS SCHEDULE % �0' - JILIECO..c 4m EVIL 61 IRREr EE LESS THAN M"" SIVENNG _=_ - Q# I. MR EACH ANCHOR TAPE aw ism Z;;Z�E 1­­�_ AWAE_ FL 4"14 OWE n' Z14 3 r I rmoX*mmT1"1= 0614#0001 OX, DICARES smosemw ompkw pHQAo w (wAvC-m7 r I/- 11L1EC0.Nc.\ GLOBAL PROTECTION PRODUCTS, UC. 20-176 Tum. *NO -ox, wxlu F-1w. ("4)M-m 20-176 PHONE, '4 R !, 0/pt� Iiid lh& - - - , - - , � � am- ORONO ft "UT'I M 25, INSIALLOON EIAIU EQR MQN #2 EQR UEE SAEEIY RM EMEL SMEM INUALLA110 QUAILS EQR QFIIQN #2 EQR UFE SAFM STORM PANEL SYSTEM rAMML NM' YAW "- H&W WM PANE). Sn= 0 Iff-O EXISTING MQD SIRUOURES INIQ EX151INQ WQQQ MUCIURES I, C-2 HAND STORV PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EM) HAS BUM VERIFIED FOR COMPLIANCE IN SA) MINIMUM EMBEDMENT OF TAMON ANCHORS AND FAKELAMIE FOAALE 0 PANELMATE PLUS INTO CONCRETE 0 ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FUDR]OA WLDING� CODE BLOCK SHALL SE 1 1/4-. L_ ce) N rT DEWN WIND LOADS SHALI_ BE DETERMINED AS PER SECTION %6ZOOF 'ME ABOVE MENTIONED CODE, 0+2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8* CALK--ff ANCHORS $40a BE 15 7/8* INTO CONCRM� No INTO ANY FINISH MATERIAL $HALL BE PERMITTED, >< FOR A ow.40,49W.WWW'54r.8�31 '"'m 'Hm %�144A=&) 1/4' 0-20 SS SIDIEWALK SOLIS USED SHALL BE LONG VNIOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ku =411"o 4nmr"O' DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2r, & 26� ENIACE 3/r IWO ANCHORS. CL 61 D.C. __44*# TAPCON 0 IS' "� -0 C :) AT WOW NEWER TAPION 0 AT WOOD WOOD C' 4 114-0 TAPCON 0 6- 04� 1/4*0 TAFKXX 0 Ir D.C. 1APCQ" 0 ir OC IN ORDER TO VERIFY THE ABOVE CONOTICIN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7 AIIN TH THICCAM . ;"Zommml n4wpam W I/v wilinIREADED WOOD SKAU. BE AM REDUCED TO AS 0 OEM "M UADS 6Y MUITIPIYR4 THOW BY 0 19 IN ORDER To $A IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON TUE EXISTING WALL, HEADER HEADER TO COMPAIRE THEM W/ WX. (A.&O) DES" PRESSURE RATINGS INDICATED ON SHIMS a & 26, ANCHORS $HALL BE LOW 0MG14 TO REACH THE MAIN STRUCTURE %HIND SUCH FARM& ANCHORAGE NEAM HEADER $1,1041 BE AS MENTIONED IN 0, 1) AND IN 0,2), IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P 0. AS TESTED WERE NOT MR STRESSM. A 33X INCREASE CID C M X ji y -4 1/4- IN ALLOWABLE STRESS FOR WIND LOAN WAS RM USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS SEEN -0 �e A t/2' DETERMINED IN ACCORDANCE WITH KDS. 2015, C: I�AHIOFACTUREIL STOW PANV:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VtRM IN ACCORDANCE WITH SECTION $626 OF (C) ANCHORS SHAUL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS NO SPECIFICATIONS OF THE ANCHOR�S Q) WOOD HEADER -_ THE ABOVE MENTOMED CODE AS PER FFNESTITOTION TESTING LABORATORY. INC. REPORT, REQUIRED # 2M. AS PROTOCOLS TAS-201, It IT SHALL BE THE RESPOW-484M OF T�IE CONTRACTOR TO VERIFY THE SOUNDNESS OF 'THE "UCTURE WHERE SHUTTER TAS-= ANDIAS-203, IS TO BE AnACHIM TO MSURC PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRM. BLOCK OR WOOD FRAME BUILDINGS 2� THIS SYSTEM HAS BEEN DESIGNED, -TO BE INSTALLED ON FiE OUTSIDE OF THE OPENING ACCESSING PIE OPENING MOM THE U) < W_qOC W/O THE USE Or A LADDER OR LEFT, THS APPLICATION IS VAUD WWk WALLAT" IS RMENOED TO BE PERFORMED 12. THE INSTALLATION CONTRACTION IS TO SEAL/CAULK ALL SHVITER COMPONENT MCES WHICH REMAIN IN CONTINUOUS (D FRDM THE INSIDE Of STRUCTURE, cn 0WACT WITH reX OVILMO TO PREVENT WING/RAIN INTRUSION. CAULK AND SM SHVITER TRACKS ALL AROUND FULL I, W, SEIVAOR" LENGTH. < -V CLASS TO CLASS I SERIES 1000 WAIAAPON IS APPLICABLE TO SINGLE AND DOUBLE RUNG STYLE WINDOWS WHON OWALiATM IS RMUERED TO BE TO L) PAREL LENGTH 13� STORM PANEL NSTAI.LARON SHAU_ COM SPED IN IRS DRAWING PLUS AW BUILDING AND ZONING M., GLASS MCA. CLASS PERFORMED FROM THE INSIDE Or STRUCTURf- PLY WITH m 94V 10 ON SHOT is) ENE =CATF PANEL LENM v M_ REGULATIONS PROVIDED BY THE JURISDICTION WH IS APPLIED 10� ME NOTE I BELOW) I (SEE NOTE I BELOW) C SERIES 2000 INSTALLATION IS APPUGMAX TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN j (1) 'L' M­ -a=- LENGTH Z HANG STORU PANEL SYSTEM- IS PAMW 5 CLASS < (SIX HOW I BVION) _Ls" SCHPOKILE- PANEL LENGTH PANEL LENGTH INSTALLATION IS RECILIAM TO BE PERFORMED FROM THE INSIDE OF STRUCTUFW_ 14. ATRIUM WINDOWS AND SOON% IND. E M SHEET is) 1/4*-200' ON SHM To) (SEE NOTE I KLow) KLAN) v 5. ALL ALUMINUM EXTRUSIONS 70 BE SO63-TO ALLOY AND TOAPtk (UNLESS OTHERWISE NOTED) 15.0) THIS PRODUCT EVALUATION DOCUMENT (P.C.Oj PREPARED BY NIS ENGINEER IS GENIAt AND DOES NOT PROVIDE W7­ 1/4" - INFORMATION FOR A SITE SPECIFIC PROJECT. I- WHERE THE SITE CONDITIONS DEVIATE FROM THE P.C�D. L - ----- > _C S. ALL ALUMINUM SHEET MET& USED AT CLOSURES SRALL HAVE 3105-1414 AL= (b) CONTRACTOR TO BE RE"SSLIC FOR T8E SELECTION, PURCHASE AND INSTAUXTION INCLUDING LIFE SAFETY OF 7. ALL SIM SHEET METAL PANELS SHAU, HAVE STRUCTURAL QUAILITY STEEI, ASTM A-653 GRACE ED Wft,� GALVANIZED STEEL IN PRODUCT BASED ON THIS P.E.0, PROVIDED, HE/SHE DOES NOT DEMATE MOM THE M401TIONS MTAM ON DESIGNATION W/Fy- WE 100 (AFTER ROLLED), i THISS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOOS RESPONSIBILITY, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 Vr4 SERIES ON CORROSION RESISTANT COATED CARBON SIM AS PER OIN (C) IRS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WAIJO IF MODIFIED, F_ OF APTLAIX 5018 W/ 50 131 YIELD STREENGTH AND 90 Asi TENSILE STRENETH * SHALI, COMPLY W/ FLIORITA, SUUMO CODE SECTION 24l1_&3.*. M SITE SPECIF)t PRCUECTS SHALL BE PREPARED By A FLORIDA nGISTERM ENGWOR OR ARCHITECT WHICH WILL BOLTS TO BE ASTM A-307 GALVANIZED STIESL� OR Ada 304 SERIES. SF%IN1jSS STEEL, WITH 36 k0 MINIMUM YnC, STRENGTHI. SECOMETHE ENGINEER OF RECORD (LO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 6. Or USE OF THE PED, ENGINEER OF RECORD. ACTING AS A 04EGATM ENGIINEM TO INC P1.6. ENGINEM, WALL W 10. ANCHORS TO WALL $HALL BE AS FOLLOWS. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWMS FOR REVIEW THIS P�ED, VIAL. BEAR THE DATE AND ORIGIMN. SEAL, AND SIGNATURE OF THE PROFESSIONAL, ENGINEER OF ELL, t RECORD THAT PREPARED It, 11CO TAPON ANCHM AS MANUFACTURED BY I.T.W. SMOEX, BIC, (MIN. "L) OMIT, T cont. ma A/ 11r 0 X 7/8- AILA-IN ANCHOR% AS MAARTACTURED SY 00VALT INC. (MIN. Vg"DOO p.*1) 16, STORM PANEL MANUFACTURSA'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT $TOM PANEL IN NUT /4 W/ 3/32 WING MR 119-0.;Mel� �N - f - #14-10 PARELMATE FEMALE 10 & PANELVATE PLUS ANCHOW. AS MANUFACTURED fly ELM CONSTRUCTION PRODUCTS, ACCORDANCE WITH SECTION 1709�9.3 OF FLORIDA BUILDING COOL ONE LABEL SHALL BE PLACED MR EVERY OPENING. WAS WASSM ' �� i 1_� �:: 12 I/r D.C. kSKR WHOND) 12 1/2' Ot Ac. kl) MINIMUM EMBEDMENT OF TAPCON AN04ORS IWO POVRED CONCRETE SHALL BE 1 3/4' AND 2- FOR PANIELMAX CV-32150 P41) LABELING TO COMPLY WITH SECTION 1709�S,2 Of THE FLORAk BUILDING COOL 0,C, 1 t W I I MIN, THREADED a 1* O'C' A 3/=� WING NUT L A 2*4' WOW FZM" 10 & PANIUVAIE PLUS, AT MV*M WAS111 1 1 1/4- D.C. MwZ A W THREADED 17 PIAIE REQUIRED mr� LOOM 01 AT A2) MINIMUM EMBEDMENT OF 1/4-0 x e Cr-IN ANCHORS SHALL BE 15 7/6- INTO CONCRETE, NO EMBEDMENT INTO Of PLATE _t=x) PLATE Lc%;X- MAE #14-10 PARELMATE 11�10 PANIGMATE PLUS ANY FINISH MATERIAL SHALL HE WOOD KATE .-A.. .-Qd 6 Ue O.C� I t/4- 0-20 SS SMEVALK BOLTS USED SHALL BE LONG ENOL"SHOULO ANY FOPS4 MATERIAL EXSj TO 04WE 3/4' is W50"Amm MIN. THREADED PENETRATION INTO ANCHORS, PLATE 0 a It** o.r- w/l 7W I I WALL "ULM Wk. ;-10" it, ' 'A HAR AT M&MTNH OF AT mm"m OF PLATE W" MQUKMNQ ON WALL MOM ALWHAM 7A 1,149 -ISI;6k t% fit SCALE X�3) 19 CASE THAT PRECAST SIORE� PRECAST CONCRETE PANELS, 00 PAVERS BE FOUND ON THE EXISTING WALL OR 0 &LIEFINSM AZEI SCALE I WALL UOUWM IN I I AMON WALL kmtmrt It CON FLOOR, ANCHM SMALL BE LONG ENOUGH 10 REACH THE MAIN SMUCTILME BEHIND SUCM PANELS. ANCHORAGE SHALL "MINUMN", M6 . SCALE 3/8--1 ISR �ff P AA AN )7"s, BE AS, MENITNED, IN AA) AND IN X2�� SCAM 3/81.1, "AN ... 4N.- trMESUAK MEL NO. 44167 .11k. TI! .0?0 - * % SCAM L INSTALLATIONS ARE ONLY VAUC FOR BUILDINGS WITH &SD, On" LOAM FLORIDA BUILDING CODE (INIgh Volafteft Mar no Zone) EN&p SCAL FLORIDA BUILDING CODE (High Velocity HIM no Zone) 1/*' 0 TAMON ANCHOR$ AS MANIA'ACTURED, BY Vt.Vt BUILOM INC, FLORIDA, BUILDING CODE �Wgh Velocity H�u one Zone) UP TO fs"' -mo PSF AND PANELS LIAGIN UP To flr_lr� No. 4 '167 w1mal mr- 20 "GE GALVANIZED STEEL STORM PAM! FA am ma 44167 1 42m T&IM M 20 GAGE GALVANIZED STEEL STORM PANEL ;/4' 4 X 7/0* CALK-04 ANCAORS, AS MANUFACTURED BY OEWALT NO, (Fra-TWO p�%1) TkIm At 20 GME IiALVANIZED STEEL STOINI PAWL rp. 2, FOR NEW WOW FRAME C 0110m. WOOD MEMBERS TO BE SOUTHERN 1. WWALLATION9 ARE ONLY VAUD FOR BUILDINGS WITH A.SZ OEM WADS j WAN of, PAMELMATE PLUS ANCHORS, AS MANUFACTURED BY MCO CONSTRUCITON or, DENSITY OF 0.55 OR EQUAL PIKE No 2. W/ UP TO +55,5, -724 PSF AND PANELS LENGTH UP TO W-B!, 69�� Is �0*.- S �,'E GLOBAL PROTECTION PRODUCTS, LIC. CAR, GLOBAL PROTECTION PRODUCTS. LLC. s"j � - 2. MR NEW WOOD FRAME CONSMCTRON: WOOD MEMBERS SE SOUTHER 4�: �TIECO,..jr M MECOm. GLOBAL PROTECTION PRODUCM U.C. "w SA`� 6 STREET RUIL 51 STREET T1 =LTE 41100 L0, 51 STRIST PIKE NO. 2, W1 SPECIFIC DENSITY OF 0.55 OR MJM_ 011� 0011- 033314 TILLIT a COMPANY I'L 331". 0. 20-176 Rim, (0-)Oo�n4c fft 0104)"s-ov? 2 4 momr. jft4Nwm­ft*5' fw laqw-sm 0WIE- fl� 33314 0-176 20-176 mmm NO HCA cam-w 4B.IVY =F= UAL MOIC m__ 1 A* I W. I __T or Es P�L 1915"'! 7:1 ulz PEI CQMPQNENTS FOR SERIES 29QO k I QQQ E-Z HANG STORM EANEU X/24 On 2 Rao*) INUAUATJQN D IAS EQR SERIES 20QQ ANQ 1099 E- HANG STORM j1'w jL 7 1 410� 4/24 w/ ON W/o 2/24 P. V/24 2 ISM NOTE 11804%) r 2 MR AKHm su CONCAM! AkcRQR$ 0 r M", PANEL 0) INTO POUR 08 MOM 61.99K SIAECT 2k FOR WOOD -m S.-COWADULE Me SWEET I- WA, *Hamm ON SAW a AT 2 (MAL \I* Owl I ANCHED" r-2.591 =1115 2.--- 0H ICAE1 MnCTIYE I/V 1/2. 00' _T =IWO #a. Y" _w_u_u_LLLw_LLLu_um_L -tu-9 60 2 1;�pmw Typ� ASTM A-653 wo PANW D CA01ANIM EDGE 0 Amw 0-50 7, 1 t war pw 48X ------- ----------- 4 IN NEMMED ORWE so mww DIDIAIL z Z, SEE NT� 2. 4 4 WON BELOW US CCL) 4'L-2.470-- -�%Vp PANELS > CD =m ema OLD"* 41;7 40 _d 84Z samebum HT-f 1-1-M -']'FFrf r1111T REVERM "b" TRAM D it ]=K 9TER, I I 11 su ON SHM z W.- MR V.. 4 In ARtNANK supAmm" PANEL'S END LIP NOTE 4 _1 m 0ASS, v CLASS, V, OXF 0_ '1-4 To avow I LAST PANS;ATATO SE A�Sgurli YS BE AT EAC*t 9 W FEAR KIND ALA IF INTENDED TO Ot WISTAULED FROM E-Z hAem 0i INSIDE or StRuCalm 25' T­ ININE 31W - I' r 1/47 0.. W "a r-1/4' M- W 1/4' ft. GAP-j� _jrl/4' GAP J e No I� 770"IZ 7 7"K L 7 >_/ \ 7 L�� 1 lr� �4 4 \ 4 ISQMMC 109W DMIL A 2MOD, NER 0 ENDS OF PANEVS Ow POUM 0OUNDED CON OR Do - &0 ar H i END UP W/ EMMED EDGE� (6-4-ox, = a �_&S sm Ir T' T SWVW-I* um '1� v L,,CQQ---j SYS" OF PANE_ + PA IlmufflON w_.SESmLI=. r 2 NAME; StORM PANEL ON ING NOTES TRACKS AT TOP Ar =07OR W LONG (1). BOTTOM DMNMON_QE_*0=_2W; E - Z HARD STORII PANEL SYSTEM CONSISTING OF PANEL + (rAi W/ PANEIMATES4 E Cont- TRACKS I*P`,& BOTTOM. (2). END PANELS SMLL ALWAYS BE WALL BY MEANS Of ACCUSED PANELMALTES 0 LOW AT BOTTOM, END PANELS Vex- UIE &7(M2XJ ALUM, Ab= -IF USED L11"Mise To K :';*� (Z)�#OS=LS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR UP Selo" BE CO CIED 10 W/ OF PROAM AT TOP OF SUCH PARELS. ;r*RSAE - r A.,- 5061-TS Atum ALLOY a), IF END FIANaS ARE CONNECTED TO BOTTOM TAACK� CONNECTION SHALL CONSIST OF DUMBED *uwwww .00 44M(1964 AS WALL AN ;4f0- /4' M,& W 32' WINKI PUT OR I WALLMS1182 IWA 1AX IUM OF FASTENERS XTTI A""'INVO W "IV 14W%. 1) AT ECI MIUMT%.PANE STOP SAR SECTION V EXTERIOR ZIT F=ES Or PANEL In (3), MR 00ISM WHEN END PANELS Aft 0 ELOOR TO CEILING IdQUIMIRra INST- BUILD=QUT $AIA%r0F SME 3/6-1- ____@ . XCCL� (4). #4 CASE VIAT END FANEIS ARE NOT CONNECTED TO BOTTOM TRACK (ho, A STOP SAR (4)� FOR WHEN 00 PANELS AND SOME WITERCOR PANELS ARE DIRECTLY 04 SCALE 3/8-1, IS ONLY USED PANELS SHAU BE CONNECTED TO BOTTOM TRACK MOUNTED TO 90=4 a SEE "EVIOVIENS MMLW104MM FOR ink. I BOTTOM TRACK ANY PANIEL LOCATION, TWO PANELMATES G SHOWN ON ELEVATION AND 1. NN (5)� SEE SECTION 1'� 2V A, 4' ON SHEIT 24. SEE ANCHOR SCHEDULE ON SHEET 25, KIM09 PANEL 4 W AIMI OF I! . ce I. CA ...­% ,UkHOMINMA, NOT BY ANY MEANS, Si MCIALLAMOR THAI: on SIM &-PI, SUCH THAT ADJACENT PANELS (1, LEFT * R" JOUR PANIEL) HOME ASOVE� IN VJC44 CASE CONNECTION OF PANELS BE USED A -T 7 L*. 3 CAI :6: ATIAM A=7 WALL UK or USING SPECS AUT ONLZ r3) Yi To MAY OCCUR AT MA WRING 3" SKW.740-E AGUAG Lij 719IR OMAIIS RETAINED BY �41 FLORIDA BUILDING CODE (NIgh Ytiodity Nu one Zone) NU n# Zons) < "m A30601 No 02M KVX1 W_ �41167 '�CEN - . *. s FLORIDA BWL01140 eODE (High Velocity "�CEN FLORIDA BUILDING CODE MIT velociffy NU cona, Zone) L-3- Max, WE OF cam w7m mc, 20 GAGE GALVANIZED Sim STORM PANEL No, 4 167 20 GAGE GALVAMZED STEEL STORM PANEL 111P. MTE OF 20 "GE "LVANIZED STEEL STORM PANEL rp, z OVA. MI' A\ OW" By, OR[ L_L_ w/m/uno GLOBAL PROTECTION PRODUCTS. Lm GLOBAL PROTECTION PROMM Lm PROTECTION PRODUCTS, LLC. DAM z C _0 OF tufm� �___ WAL I CAJOW i��i Dam 01t. --z WAL. lIr -1 T NECO, Max.) ALUM. &OGLE sme MR /TME 4= lot 51 SFRW AL 0 W.;, NICE, $114 111 smw 1.7 �Z� 4WIL"Ar 11" LONG Mbm , 'J" ou= `MNX t000r"' < OANU-­- - , a 3=4 -176 wo 20-176 (SEH)".. ic-V�Jx` I An- 20-176 0")Io�w 20 6063-TS Alurn. ALLOY .1.1 ------ I" "WE Py- SSAu's'd 211 CNN "A"o" *1 P.C. SSAI'-ANm WALTER A, 0 SHEET NO.. SH 1 . 2 MAXIMUM ' Mox. MIINI QI -- Bx �i To NW` Rtl. (SEE ) a i t�AESAIUTtON .T:0R +66.o. -753 70' OR LESS 2 91te Dom. I 1'. 2'. V. LSE, 2'W & 3YN +5&0. -75.3 70" OR LESS 2 7/8, BOLTED • 4• & IN, _ 1 9� FtR� 460 M 4' 5.5. M.S. & WINGMAT AT OYERIAP & 4Ox OF PANEL LCNM OF PANEL 125' (TOTAL WVH)---------- (i'TFECnNE MU"------ O+- --6 7/4' 1• , 4 k4• M' { i "A I, .q R. 71 al ,+F. 71; H/ .e . A { . a• A i. �i' . NI � L. MAXIMUM .D. DESIGNTAPGOIIS MAXWUM ANCHORS SPACING FOR E 0. - 3 1/2' - APPLICABLE m / & AN/. � MAXIMUM PANEL LENGTH n.` (I,) RE l- f,6.F. CALK-m PANELMATE F10AME D PANIRAWE PLUS m CONCRETE TD O'ORVCREtE m fMNCREIE 10 =ETE m COhY7iEPE 12' N/A 12' N/A 12' N/A 12" N/A 1' & 2' (TOP) 1T' 3''F 10" 3' 5` 4- S' 4' V (BOTTOM)+ 12' J' 12' S' B" 6` 11. S` t' (BOTTOM) BOTTOM M( 1000 ++ 66D, -75.3 N/A N/A N/A N/A - N/A NIA 12 1/2" 1t' V (BOTTOM) ?Cl* OR LESS 7'N/A 6 1/2' N/A 4 1/2' N/A 4 1/2• N/A 3' (TOP) 12` 1 N/A 1 TV I N/A 9 1/2- N/A 9 1/2 NIA 3' (BOTTOM) 12 N/A 12' N/A 12' NfA t2' N/A 4' (TOP) 12' 8' I2' 9 1/2' ,2'E ii` 12" it" 4' {801701) 6 t. LJ9IfE0 m 690 P­AS D OEaGM PRESSURE RATING. 4 SEE SHEET 26 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FIB MINIMUM ANCHOR SPAONOS AND MINIMUM EWE DISTA NCE ARE REDUCE ANCO ON THIS 30FEOULE. FOR ER LESS THAN INDICATED QH R SO,EOIAE EDUCE ANt9OR SPACING BY MULTIPLYING SPACING SHOWN ON Rfi S7lNEDIRE NNE PDLLOWMB F FOR THIS OPERATION TO 9 POSSIBLE RF9UCffi STAINING DUfANID 1 4 FAOTOSp 9 NOT 6E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND, ANCHOR TIM 1/4'. 1/41 1 1/4`. 1/4•. TAPCDN PANDIIME O"x iH MW. AMNION t1 omma � 3 3 3 2 1/2 t6aF0efA1NE nNAw1dU "NAq LlAM4+, 6MN 00 3 3 3 3 3 3 1/2 3 1/S.: 4 A;Na EA, =am fx" 1 112` •35 _ _ _ 2 1 _ _ _ m 3• tm - ,.ro m 3 , - lfi0 - ILO "I lI r ,> I cNEMMEQ 0.0241 AN. INICK i ,. . EDCE GALVANIZED ATIP. , Zo GRADE eo uaINXM HEMMED_ O['T/,IL A C-60 I EDGE _ P( SRMM.L M i PANE ALWAYS _ _ _ _ _ _ _ _ _ _ _ 48 \\7,1 ar7Clil ""r YEL']9 Il PJl]]] PANEL t (-.1,35o•--' --- DETAIL A� FROM LEFT TO RIGHT W/ 1/2` LEG AT 00 AT LEST SIDE OF PANEL H4NEt.Y D tJP.. �. - EN We hm Mmm EDGE tOO5' R-pR32' ur I 1PNL 1a.270' `. �,� ___2W'jt ._..- -2_S91_-, HEMMET''.,-• if`-'--23SD'-,.. ` r Fl i�gl[JOilgIIY LIiSLJifF.Ad.ISN'T f ROUNDED CORNER 0 ENDS OF PANELS I - w .m. 378` END UP W` HEMMED EDGE. NTS 2,�• 4__ I .091 067- (5 M HOLE WASHER .072' (Tn') II LI" 3,05-H15+ ALUM. AJ.OY I 2,124- LS�d4_ .09t' � -'.1.750"`--. 1 (�) SLEEVE 2 118~ fi` 1.2I i- J75" MAX. LENGTH j' 2AD0`---' 2,7 193 -R 128" 2.548` C-.i18` {TYP.� O50'. 4Ji REV. r[j HEADER �$ "Li" HEADER _ -- _i• MIN. TO 5" uax,- -'-I ® SLEEVE I "� MAX• „�+10 ANGLE WHIN sAa--�.QDo` :3s4�' 6o6T-nv""" �a a"FA. TNj 0 __... 311" �658' f .470" .275". .087" �:iy . • vvr-14 6i1• 1 _ # 2 I t } t./f � ._.. _ No. 4416 ?. Fv,�,.' 23` ;iI �y r-- �.O([-iMINO®�i�) 1 2E 7 L F o-:- Q STATE OF !_. ?j L____BEE SECTIONS- '�• y'•��1,2111 MIN. .t l"."J BUILD -OUT "r j. BUUUiLD-ouT -F- TRACK 15 # � WASHERED wiMUUT P� TRACK ANGLE (ZAMAC 3 ALLOY) "H" HEADER 1 + REQUIRES MW. DISTANCE BETWEEN BOTTOM OF PANEL , f. 1/2' AND 1TO BE: 1 2" MLx. mkl-, 1 ++ REQUIRES Max, DISTANCE BETWEEN BOTTOM OF PANEL 1 AND (D To BE: spr 3po- Mox. 1/41A-2044 --.750')--,_ 6S ST D RFfETEO .374F.-. 1 I TO ANGLE O 5 1/4' .ISO* 11 .I 61. ` I Oft 0((ANY, K2 1AEt SWi r - j 1. SIT. -gyp. i. 5 Fi t ,ya.. i.0i5' I �ygpE t ' 064' ILL•-13W-) " (TIP:} Z1YP.) d -F* TRACTS TW_ TOP FDQE V ANGLE WITH STUD 0.024" (Min.) GALYANW STEEL -e 0.375' 0.250'0 L 15 OR 1 .125` Dim I 4 *SEE SLEET 6 FOR ADOOKIN L 813' LIMITATIONS I SLEEVE LENGTH D I I', _ 125' L. � ONLY VALID FOR INRTALLATION5 KID .) WOOD STRUCTURES. ,..,A,-_ ._I 1 3 7150" 2.000 0.ILo16<- I, } .76o' .250" I. TFYP.) ?.9W i 11 "J" TRACK tgT PANEL HANGER 14" y p- ey 0 1 WIDE) (USE ONLY FOR E-Z HANG STORM PANEL { 'q SYSTEM) 6063-76 ALUM. ALLOY INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATICXN CONCRETE ANCHORS_- C {SEE SCHEDULE ON (SEE SCHEDULE ON EXspm POURED CONCREj� I SHEETS 9 THROUGH to) v0snuo CONCRETE BLOCK ETE '.'�` SHEETS 9 THROUGH 10) dt£t€ .BLOCK 1 TERNATE REQUIRED. yf/I REQUIRED. � `' -`---E0. LOCATION CONCRETE ANCHORS FO(ISTNo POURED SEE SCHEDULE ON ,_� CONCRETE REUUIREU"'' 11 �/ f ,i ! SHEETS 9 THROUGH 1. ;' ( : � 1/4•„•,Ex twvRR NFAO r E iIa` ( .-' -'nW pM9EOI ra OR 1/2 7/4' t A•-30AI' ss. Ms. w NU! / J .. ....� ---MW CONCRETE ANCHORS. , •I MAX. II �� f 1z 1/s` O.C. I -----..,.s..'. (SEE SCHEDULE ON I t/2• , ---t M i SHEETS 9 i1RROGDF! 10 I i ) j I t14'u-satFWAO Na7s ED. B I F --Wr ♦ 6 th" ac /�///�j i .0 Mox. �. ' PANEL 11TO1H e i I �. I(SEE SCHEDULE G705DNG- % A5� 1 I. E 1 i Min. 0 f t 4•A-2pF1' %/ 1 --- } ! F SEPARATION 1 ..... 1 FOR AECUEURIE(� I ..._. _,....... _ ..-- / eWS... w,o I -�'•+ 1 E TO GLASS. .. I ON SHEETS 1�. 1 ..._. _ _... 06� %x9, i n. ON TO GLASS. I 1/4Y-m.t' 3 (SEE SCHEDULE I/4Y_2an• ,� 9 & 10 F I ,Nil _ _ talOnN GA8 7. 1' Vox. --' (SEE SCHEDULE ON } __ .. eOtt55 r ( ON SHEET 3) f .. a�LIiW r SPACER T SFE£r S) L ____- _ wf FAYA PANEL L%4= i1tZ F1n 1AYe1 1`uml. r --- -- '. i11� R t LJ-=---'--.__ � ___... _.__. -._... _ IDwAM D.a1 Y�ry , SEE SCHEDULE I '{ - 788SIK DAfR 7-� PAN 9_. _. - __ ( 0. LENGTH i ! ! -`qg_._- '-__-_ ON SHEET 3) --_ ) -_' __ (SEE HEFT ) GIA55 T II �71A..I�" ON STREET 3 L�-I ; } R(SEE SCHEDULE �•t� J E.,..._m _ I M GN SHEET 3) I O' t' t I - OF 1 !. 1 I.. I 5Dx I , I !f 1 MAX MAX ,.1, f/%� SPACER I M ;`j - /ELL. t I I t O 12 1/27 Q.D. I------L J ED. . -LEtiGTH I OF `V I I L t fr j , I MAX q I I ? t aY-2mi• I q _...I____ ._I _ _---..., NEW pv CONCRETE ANCHORS -_,- CONCRETE ANCHORS L E77E `s'•.;.." -B � EXISTING POURS e 'i (SEE SCHEDULE ON SEE SCHEDULE ON _.._ -L....-.-S DONGRETE I'F,. THROUGH \�`\:. ti \ �.. EDGE OF WALL OR SIAS SHEETS 9 10) f SHEETS 9 THROUGH 10) 2 1/0' LONG MAX. ALUMINUM REQUIRED }.-.a T. CONDITION) f SPACERS 0 6 ///4 O.C. VALID FOR •AND . .' . I EXISTING POURED CONCRETE I AL DESIGN LOADS PANEL ��� t]flSfiNG POtOF£ CONCRETE lE]NGTHS PFR SFIEEI 3. CONCRETE {ILDCK \.. CONCRETE ANCHORS j REOUiRED. DR CONCRETE BLOCK 1' MAX. LONG ALUMINUM SPACERS 0 (SEE SCHEDULE ON L �._._ED: -„•„ fi E REOLNREb. * SHEETS 9 THROUGH f0) 12 1/2 O,C. (SEE TABLE #t ON SHEETS 9 & 10.) CEILIN A NG BUIL� SCALE 3/8-1• SCALE 3/B-7• SCA.E 3f8-,` 10141/11NI1 W%� Ap( / A'y .tiV, V& •,1Z �tra� �}CSF •• FLORIDA BUILDING CODE Mon High Velocity Hurccone Zone a if a.44167 4'1029 11L1CO0. ,IG F.P. - 24 GAGE. GALVANIZED STEEL STORM PANEL - LtRwrN 9r, NOTE FOR C,OMBINAi)0N OF SECTIONS: - * 07/27/m2o E.D. - E� DISTANCE = "Q: STATEfl IL EC O tMa GLOBAL PROTECTION PRODUCTS, LLC.DAIL (SEE SCHEDULE ON TIP & BOTTOM MOUNTINGS CAN BE ��D'• Ft R +mo sw.W STREET OR1D ntLt SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY '. F ; � r m HIM... 64XGW N -I- AL 3MI4 20-775 ...."'r(� r1aE. A -en7 INSTALLATION. i `-;aeri:S;M- mf`t1o1 lowNea-7sre. t )6m A'0 oPAw.Na Nx CA-0006719 FOewAw ,FvrwA ++NINlM11 TE1i WILIER A TLur b PE w4 n-1tl as SRMLT 6 ai ,0 INSTALLATION DETAILS FOR SERIES 2000 & 1000 E 2 HANG STORM PANEL () INTO EXISTING W00D STRUCTURES i 114^A vG scREIWs @ a aG. w/ t In" A,In. RfRF,A1m PEAETRAnott rsf I 'i3 AIa Y•x4^ WOOD t/4'M LAG SCREWS O 6'' O,Ii, W/ To EXISTING Wow HEADER. N fERXMREO T/N 9 LAC Sfiik%5 O 6" O.C. W/ 1 112' MIt THREADED P€71EfRA1tON I FIAT 0R ON EDGE 1 , - Min, THREADED PENETRATON n TO EIpSf1M0 WOOD HFADlT2 ro tJI15'fNOC woLO . `t I � ,� ,o) Donl. j,4x1' S.#iS- � y @ FJL OFQ i- t END ,, j t 1'.-2d3 4' KS, i / 4 6ont. �t / 7�8i_�Q w61G N�µUI 1�11 -` 1 . pi - 1 -,T pq A= i ` T 4•..1Aa scREeS a 5' D.C. wt e "1 4 111a.1' sus. - ,,' • t ! r i 1 it4'D-2Gv3 1 7R97§g if2" IRn. TNRGOCo PENLifA1KM1 1,: �. @ FA ENO GF '// ! 9. SEE RETAIL i T4 & HDAp M.S. WNf ir/+y6't!H2' W P.t6FSTING WOOF HEADER y t / WE IA lom MUM MDMni. I.. BF�„,GW) f OF EVERY (TOP) .y5, . {SEE DETAIL f 2i & J ,6' A4m.. POP RNET 4 DOH' f14.1` S.N.S- II11 S �$( (WI) O7N O E?•4HY ) O FA -- t?D ,•=1 � iMDOO fRAOFR i `'' 7 Cuw. ; 5 aSQUMIIx i 7 - T � CET 4& i _ ' snow) I wQ6O HEADER REQUIRED i 1 2 9/10, YLn. SL'+AE3Y a-# ,. I i yY(/4.._/20z314• 1'P II 4•'4EYr W 4• ?. 9/78' ! 1//.4's- 4• m ARATION SEP CLASS. !j 7 b"a+3�32• 9` 7/8'ac3J32'/ - ;y W/7% E'(h3132` @ I i I To GLASS BLS. 1 WIND NUT @ 112' D.C. 1 ' WING NUT p EVEN QVETn,AP 2 7/6' 1.ry 1 EVERY d'EMM '-' I SEPARATI N i --- -.__..- _ 1 1/4•{-2O l 4 - TO LASS. - i N 1 M/jSCRE/W/ IS+ i FI 2 SBEPAAATTAta _. _ yR/64ryM�32�Ilk13W'{�a` �-.- Q I lMFiO NJT # WItO ,HIRE @ T0* OOA4E. EVERY ORRLM 1 ES.. 1 EVERY CIfcT74AP I ...1 i -.._- I r 1 $ I r I 1 •'" K I U. S K r \\li ll I 9a I - 'A i 3 9 i S IN � a Q Y I + 4Y-314' K.S. K 3 I -I I I ] Ell J JJ Px. 2" $ ) !6 3/3 aWINO NUf@ 12` ozL ku __ iI 3 11 ' -i {II 'zT Ma: �. 2it ) . !A1/4•.-41 M5.w/I• i/4'. PA,NELA+ATE FFAM.LE D B ) n `t\ /6�wRDNUT StI R P.WEIJNiEPW5 Wfc i'OR MS. M 1 4 4-5-W1 7f6`MFn. 1N 2 1/2 E I I wl+��a718``ftV/4• {SETT NOTE to BELOW) PDIEYRAnONo 12 1n' Q.c, � ; 70R fj`4^� r. L ,a1+. 2gs34• " NAG STHRE' E 8" REI W//_ (2 2'.4` j I 1 4,- 4' SW gg . TH43Aw7 SEE / Mk.THREADED PENE7RA4N @ - M. j / / 9E Art PLATE REOUTA6D 7 •rRfF NQTC 5Ap7€2AW) QF' Pt+MC AT SFA'9FS 2W6 DU U-E a:74-1Q t PA1NEiNMTE PURRS W,/ FIAT OR OW FIDE `o. THUMM (,4�E NOi IA B£L0W) S g} A• 20z3 4' q%. w/ tJR'./32` " M: PENETRATION 4 ,2 o WALL M4�� isi \ 1 OpO{, YNK NIIT �12 a:a 1m0 CT' 1 • ,/4'. L66 5GREw5 a 6' Q.S. w/ ' ,/4'. LAC SCREWS 0 6' O.C. W/�� IN_,A LION i Wi�CTiDouA REwWFD LS` IDn. t 1I2' MR,. TMRFALEQ tt?ATON Mh (2T 1'-; a tfK T�fiREA0E6 PtriETRA1Nt ALTERNATIVE 2AV PLATE HAT OR ON EDGE 1 G NM. 2'x4• wDoO W000 1E OIWAM SCALE t/4•=t• i Ii PLATE REQUIRED FIAT �T O"' EuYX "WBuli ALTERNeTIVE 1 SCALE 1/4'.1• I 'i . FLOOR TO dUWT mi ALTERWIVE 4"W I. INSTALATIOVS ARE ONLY VAUD FOR 611RDNGS WITH AS.D DESIGN LOADS ` IHRIAtu TERNA'�IYE .3rrW SCALE 1/4"-I" UP TO +wV. -75.3 ION ANTI PAREL's LENGTH UP m 5'-m`. j� f1Wi p' WFl Yt a '...,-., fj 4T9 SCQ.E 1/4'-i` 2. FOR NEW WDO6 FRAME CONSTRUCTION: WOW MEMBERS m BE SOUTHERN � • �'-, Pall No.2, W/ SPECIFIC DDISOY OF 0,55 OR EQUAL '�. S ; •- '•• ✓ L r \SC SF -; z -... FLORIDA BUILDING CODE HI h VelocityHurricane Zone SEE SPEdtiratT7�T$j AAD REOAIEM2ie1S FOR U(��E OF P iE4:. (Q� AT mp AS Sm s26 >F*'' No. 4 :*. eaaso TlstTro,: x , 20 GAGE GALVANIZED STEEL STORM PANEL ORLON 6n P AT �Tmt+. 614fa ON t DO, - = TdTrf RRDPD #I�i AiEE7 2J.' 1I� OR E$DI NN ! -a'- STA OF - - mtL/?IIm /.� GLOBAL PROTECTION PRODUCTS, U.C. OUs: NON' Fri! N+e. - NATIVE T� HEADER WD a � : 1!) pR.. TLL ET O N�. EC IO CONE r1m aF WICI 55 SWEEP F TK T a & IXGNL[ERMa OAHE FL =I' •G�� TOP & BOTTOM MOUNTHOS CAN BE N N ANY CONDITION AC q1E:( ' LAf'�••iIDN ,✓rt ". •• . JM A. Ar ao4 u1t6,Nc n SFIx PrWM: t964)068-'ISES. FAY L{E4)6tW-lT4T 20-176 m I..". �*,tw;,.: WN {fl ,CA-ODR6T11 l'7mX V1-w, WAY SUIT ANY INSTALLATION. SCAT: 1ta• - 1' NIL -s raw. - Mfaoe - DAAANG Na P'E HOTS : SHUTTER, 1R4^NS NO JNOWYI FOR OLMRIY W WALTER A. P.E . -H M - 2. fDA-1I: I.I I MAXIMUM PANEL LENGTH t+" OR L-" (ft.) 0 MAXIMUM A.&D. RE RATING PRESSURE (p.m.) (+ or -) CONCRETE & WOW NSTALLAT10N5 t L+ L- 2a0 t2'-0 W-01 210 I21-0 1 f •-B• Sao W-4* 101-9• 36.D I0•-10' IO•-O' 4a0 f0`-1 9'-4• -&a 9'-6 8'-9" Sao 9'-,. a'-t' S&O S'-2' 8-0• Sao A'-0 Y-4• 70,10 ;,-9 7C-0' no 7'-5 5'-10' Sao 7'-2' OF 7' sib 7•-0 V-6' $04. 61-9 W-2" 0..0 6--9 4 -O' IOLO B'-5 8'-t I. Fa$0 6'-3- 5-9` ?too - 6-7' I ISO - 3--6• I Ip.6 5--- aRNEiL PANPIyFt•4�1 R�gt1�A:AR6'W). AT EACH END With TRACXS ('S1. (ai. $ & 6A OR D.M.'o, (�), DIRECT uDuNTEO AT EACH ENDS MAXIMUM PANEL LENGTH 8,@arf "L+" OR "L-" (ft.) D MAXIMUM &so. PRESSURE RATNG f. + or - CONCRETE At WOW 0WALLATRONS t 2QO 14'-4'pt'-2' 2s.0 f2-to, JQO W1 $' 35.0 tb'-YD'.. 40.0. 9'-e` 45-0 p=I• 50.0 B'-T 55.06'-J' 4Y0.0 --- 6-0' 7'-3' ftO 7"- : 2,-2` 70.0 7•-5' f-FT• 710 7'-2' 6'-6' 80.0 7•-0' 6'-5' 85.0 ,1. 6'-1. Cox 6•-p• B•-T• 95.0 0'-7' 6•-to* 100.0 C-3` 5•-7` Isdo B' 3' 3'-I` I faO - 5'-,' 115.0 - 4'-10" 1196 4•-D' MINIMUM SEPA6tTON TO CLASS SCHEDUS M4XIMIM PANEL LFAGTH WIND SPEED 4 170 m,p.h WINO SPEED > LID m.Ph (in) UNRE9IWMNEO I RESTRAINED IRIRESTRAINED RES'IFLO 30 OR LESS 1' 1• 6' 6 1/4• >33 70 90 1' I• 7 1/2• 7 1/2' >90 TO 146 I. I. 7 i/2" 7 1/2' >i48 m 1 r - 7 1/2' MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION TOP BOTTOM DIRECT MOUNT 'A" HEADER `U` HEADER t,5'M�1.5* ANGLE .F. TRACK IAAUD ANGLETRAc r TRACK 0 E5 -• DIRECT MOUNT 40" 32' 3T' m5 S5' S0' SO` 4 1.5'XI.5' STUD ANGLE 1. 1. 32' 32` 42" 3r 38' 3 "C TRACK 55' N. 1. 1. 67` 1•. 60' :i L@- :RE9 LE 1.. 32" '. 3S` 1. 58' 1. 1. 50' 32" 32` 36' 80" 56 56' D.M., 3U, ® Qr *: 3. ILAX ANCNFDRS (SEE SCHEDULE ON -1' ITN, " SHEETS 9, 10 &11)------.--^- b a / @ r-t---F--r-T-/)- r- MIL AS 1/4, 3/4, 4/5. 5/5 & 6/5 1 W/6, 2W/6, 3W/7 & 4W/7 3' MAX .-.....__....,.--=I, MN.-i -r -F -1- T %A!I__� ` ,- A BOLTED PANELS W/ fJaa-7pxi•' .. S.s. M.S. BOY IN/O�WLAP (SEE SECTIONS AS APPLtdRBLE� -1_Ij I :: 1I - _ ' 3" MAX 2/4 1 /4. 3/4, 4/5, 5/5 & 6/5 1" MIN. 1 W/6, 2W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE. ON SHEETS 9. 10 &11)-----..------+-I REGULARTQFL�! PANEL 1 ELEVATION 1/4- MAR GAP --.. . W_._..__ N.T.S._'iI- Q(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSRFVE A.S D. DESIGN LOAD. L-: MAIL ALLOWABLE PANE. LOOM FOR A LIVEN NEGATIVE ASD. DESIGN LOAD. (2) PROCEDURE TO ]DETERMINE MAXIMUM PANEL L04M GIVEN A POSITIVE AS D DESIGN LOAD, DETERMINE MAXIMUM PANEL U14TH 'L+' FROM SCHEDULE.'. GWEN A NEGATIVE LSD, DESIGN LOAD, DETERMINE MAXIMUM PANEL. LENGTH 'L--' FROM SCHEDULE. FINAL MAWMtAI ALLOWABLE PANEL LENGTH IS EQUAL TO THE 10BIAN DETERMINED PANEL LENGTH BETWEEN "Lr" AND 'L-'. (3) SEE SCHEMU BELOW FOR MAN. PANEL LENGTH FOR POROSITY OMMNIC LION. _ Cr ryINSITN�JAnON5 INTO WOW ARE LIMITED TO t 95 .xf.. MAX. ASA. DESIGN PRESSURE RAIiNG F3C`AS .�YIS-9. 10 & 11 FOR MAX. ASA). DESIGN LOWS & MAX PAMEl LENGTHS 44167 - .am'a IATFm. An, * f T E 4P =� Ilf t 24 GAGE GALVANIZED STEEL STORM PANEL Dt4�'9Y. OBAL PROTECTION PRODUCTS, I.I.C.PT mo D L - CAM LIMO eT STREET 20-175 DIME: m, I% PNIXm (tw)MN-7s46, FANno, : {awK6v-6»a DACHA xs: :r 4Fs,Ak sw" IAx e.P 1 11 SNW 3 a to INSTALLATION DETAILS -L�� (t INTO. WOOD. STRUCTURES ` _ __ ..� �` ITT 1 t+ I ! i SEPmi" r I ' I " jil ANCHQRS j. �. i 1. I 10 GLASS. ---. tt T�'-�' SEE R 4'a 7 . .,,,,/`` ( 5iE SCHEDULE ON _ � ;J,-2FRr1' F ( i i J @j{f`j - SKEET y 1) "�,rvill _...„ 1;!C/ 3S� N6AD rA%.T6 I ON SHEET 3) N I>a7S W '.. ' R.. /W,ef b 11a' NEO- Ly.-------'- SAM F6R P/AR, , ,�^•'" tt j i , e If \ 1 .. . r ` / I .- j I ,FNCAN O,H T- , /'�`y'-'} R I Y' Mox. WOOD HEt+DER %/ � A WOOD ANCHORS / 1j 1�I � O gSn�'`� { PANEL L04GTH ,1 _� j 1 REQUIRm [ SEE SCN--- ON \ / T ; (SEE SCHEDULE � III -. ON'SP� I4IrGR . .- ! iJ4' SHEET tt) !• `p/ r Rl QI 1 Ryy, (.r 1 2'I ''' OI I -STAGER F qyi .. % OF i` r' j 1t A, .tF 1 4 9 ..... 1Etj LENCTH i 1 F t `- 't ,/ ,,, /yet -... I WOAD HEADER. I :.`:. I I EOI ,. . a„ I � Al ' --i..... _ ._............. -.. REQUIRED i j 2' , 1 j I I , ; ___ I 1 1 Mm. I i T 1 I \C I 1 EDP w} i- j 1--_' - I 1 + i 1 i 1 I' 1 '�.ry�-fy, 7' MLAit. LONG ALUMINUM SPACERS O 72 7/2' I If ` - i i%'I{ { CI O.t. (SEE TABLE �7 ON SHEET' 71.) M 1 ...E T O i I : I I t 1{ SEE HURT, •* BELOW FOR LIMITATIONS FOR "�•:! i MALIEX , TO Off' , IL" i ` 111IIE t,/2" LONG SUEL'ES. R j PANEL I( .. PANEL DEN. I ~dSEE SCHEDULE ! (SEE SCHEDULE I I (SEE SCHEDULE i i ( 11 I ON SHEET 3) 1 { I 1 (_..._PANEL MATE FEMALE D 0R PANEL. MATE ON fiPLUS SCHEDULE ON SHEET 11) SHEET 3) I_- . _ - 1_ _ ON SHEET 3) I.. 1/4 R 20.1w '1 '.___ ._____. __._._ i T v (SEE L ._,_ . __ 1 _ I +f-..-_._.v?..__-.._ I -- aEAAND. I Min. 1 -). I„}--_!__I.f 1 I U 7'-67 %%nAOo I TOP= 1 2'x4' WOOD - -'I _1..._ ..-__.._.__ LASS -"q:( 1, PLATE REQUIRED Gt T i SCHEDULE— i L 1 i 1 i I DIRECT MOUNT j(,t' .S�` C __._._--.-__ IVE 2W' I I @ I I I .� SCALE 3/8-1, 1 `LI'f I * f' It I . ' SEE TABLE %1 ON SHEET 11 FOR MAX. PANEL LENGTHS & 1 1 1_ r l O 12 1/2' Qc. i i Of 'E' � Ea •� ---.,, 1 MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION. F' I I I,- t - ! j 12 1 /2- D.C.. 1 a•D .. i ' ... _�....____..,.-__a ".:r_', "."_ 1 ?" x ..> _.._ I E� I \ i '� V 1R WOOD ANCHORS **BDTEL 0 I t?- I -__ _-_---__i_..._� � 1 i M I I - STAGGERED W/ STUD I_ 7 . ,i 1 (SEE SCHEDULE ON SPACFA BA MAY 1 in` BANG F. SHEET it ! ) MRW111TNX1 i5 LBJIfED TO A TINE STORY t t aMO103 NIFl1 S-6" () , 1 ii *LQT% t MAX ARAM ROOF' ImmTr I A tIERRwTLONi FRI7Y ANY 2•x4' WOAD _,. `) I ; !� 1 ! PLATE REQUIRED r I t t) _ WOAD ANCHORS ;I i ODU" Mma CLLWIENnY NPN'A76D QN SheET tij. D ANC '^ I• MN. SEPARATION m GLIWB !MXlGA,TFIi " �' •x4" WOOD OOUIRED I t i ; 51A W sm V _ IA ANCHOR DOD THAV iO1 Pww NA (PANEL MATE FEMKE D GR / ON SHEET 3 t1AY BE REPtK40 TG t AS 1 PLATE e 1 i (SEE SCHEDULE aN " AS TY$ Fotw1`Am CLODt1 4AAF - f 1r r----' PAN0. Nor PUG) &I% BE SPWEO NNKNA M AT 6 t/e of. il - I 1 t . ' SHEET I1) CORtb WRI$ \` es R 1 PROM 12 1/2' OC. 9'MXNG ALLORND ON I 1 t! 8 (1) MAIMW Aso CEE16,4 PRESSURE `! al: m7m 6 +a% -45 PRE ( (3) MAIL & OAOE EMIR. U`Nm 6 U NVM TG NM' AT ANY OM" J \, r - (2) W10RA1 STORM NNE{. IEKiTfR ffi FROM IARPR PANT LENCnffi ALLOWED ON 72:' Ul MOUNTING (4) I Tn' LONG SPACER TAMRNDa /Yn aMu 8E AS WDWT *IV t311N SCALE SJB>at" SHEET 2. PA?K1Ai7DFi OP i tM2" L atmv 6A R8 3MM:Y ANA ND FRAO.W WMI. AS ♦, ,W R�'y Lis. W nr r. 9F' M M WILL 2G MMO H 2 20 3 D, S#AFRMlI 6r ABM "SALE 3/8-1, (4) 6&fAJ.A!T YMD OILY FLIT WHIR IM LD96 9cam1R0 AND 711E 2Q29 (`NA Axl+*7AI) OF 711E iLOpDi mOE. 1 ,, 2 & 3 PEXI ASIM E 1946-441. WI,IFNNIN, 00V A T!( � l 1� AV,-��a�,i--. , FLORIDABUILDING CODE Non High Velocity Hurricane Zone •� NO F Q OMBI TIQ 0 L'TiQN : 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D, ` : : s "Con m7Em. TAD, F.P. No. 4 _ Tom.. ti N�IN__F�_.._� � 418 9 � ? 4 2 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (pET (EX PANEL LENGTHS = * . ,A, 1 * } ,�,-,�- DRAWN Pa TOP &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z STATE () ._. " _ - GLOBAL PROTECTION PRODUCTS, LLC. 6?JnJ2am •. COMBINED IN ANY WAY TO SUR ANY ALTERNATE 2W') ' "o • TL II: C O % J3 1Me. oAE: INSTALLATION. d F(ORIDp' '_ { TM1iT ttarnw & AN6+NEaRIFw OOMPANr 4606 sm. 5t STRUT 2. FOR NEW W000 ERMINE CONSTRUCTION: WOOD y •''•.,• .. •' rz / `Lv WAL FL .t66+)6e6-6427 20-175 , . Ln-,m ."��, ,naFlz1p I (66.)66a-7s F,x-. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC --- N , 1 r.or,.>m„ - DENSITY OF 0.55 OR EQUAL yAA.NNBpt eA-6m6n9 r,..rw' IwF >ms e®rw1 ..a. NR wK:Tdi A TILRf .w., P�.,� 4 Derr a of to GENERAL NOTES hIII IY1p 11 ra NMs,SEfEAf. •.�7 M0 (C) tta £XS.FING W01%0 tuW. �r'rxti� GRAVITY. G - a55 a 1: 7, STOitM PANEL SRNOWw ON 17N1S PROb1OGT EVALUA3ICN DOCUMENT (P.E:O,) HAS BEEN VERIFIED FOR CO WU44CE IN ACCORDANCE - 1/4'e TAPCON ANCHORS, AS MANUFACTURED BY 12:W. BUILDEX. INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #t4-t0 PANELMATE FEMALE O ANp PANELANTE PLUS ANCHORS. AS MANUFA,CTIJRED BY E1CO CONSTRUCTON PRODUCTS. VELOCITY HURItrME ZONES (MMMI-DARE / BROWARU COUNTIES). - 1/4'0 LAG SCREWS PER N.D.S. 1 BE DETERMINED P..., 6 T MENTIONED CODE. FOR A BASIC WHO DESIGN LOADS $AS PER SECTION t R9 OF THE ENTONE POINT T - 7 fi6"a x S 8' W000 BUSKING. AS DISTRIBUTED B" ALL tlNT SCREW- P.OI. & SPECIALTY CO. Y -T P FOR F SPEED REQUIRED BY JUR15OC7itON WERE STORM WILL � INSTALLED, AA'B) a DRiECTfONN-Rt' ACTOR S R SDIcTSTALL REDO THE Wli PANEL 5, USING A17. 7-16 AND SHALL NO EXCEED THE FIAXCLKLIM (ASLJ DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) INTO WOW OF TAPCON ANCHORS SHAD. BE 7 1/2' AND 2' FOR ELW PANEUAATE PLUS 3,19 THAW ALE 10ADOfN 12 & 17. id AND PANELMALE iEMPEE O. 3, 9 AND PA ULAL FEMALE IN ORDER TO VEHIRY THE ABOVE CONO71trN, ULTIMATE DES" HIND LOADS OEIFIWINETi PER ASCE 7-16 SHILL. BE FIRST DER REDUCED TO &S.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAX. (AS.D.) C.2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2-, NO THREADED PENETRATION INTO STUCCO SWILL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. DE51GN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 TEST !2 & 17, 18. E IN ORDER TO VERIFY THAT ANCHORS ON THIS P,£.0. AS TESTED WERE NOT OVER STRESSEDD, A 33% INCREASE IN ALLOWABLE P N C.3 MINIMUM DISTANCE OF HAG SCREWS INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACROSS FOW WIMP WAS 21ffi USED dN THEIR ANALXSi6. FA^, ENERS 5 ACING TO W000 HAS BEEN :OtiERMMEO I ) EDGE TELL NOS ACCORDANCE S A N.OS. 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND w1N0 RESISTANCE N4i4 BEEN VERIFIED IN ACCORDANCE WITH SECTION 16D8.1.2 OF C.4) MINIMUM PENETRATION CK WOW BUSHING SHALL BE 5/6'. i/4' 0-20 SCREWS USED Stild3.. BE i 1/2" LONG KNtMUM IKE ABOVE MENnONED CODE AS PER AMERTCAN TEST LAB OF SOUTH FLORIDA REPORTS +0814,01-01 AND f0219.02-09, AS SHOULD STUCCO EXIST. AND 1• MINIMUM FOR WALLS WITH NO STUCCO. PER SSTO 12-90 & ASTM C 330-02 STANDARDS, AND AMUDCAN TESTING L40 SOUTH FLORIDA REPORT 11123.01-10 AS PER C.5) IN CASE iFWT PRECAST SICf!!E, OR PRECAST CONCRETE PANELS, STUCCO OR WORD BOARDS t# FOUND ON THE GOSLING AND 3 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 5801 OF THE FLORIDA0; WALL ANCHORS SHALL !E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. FI.ORIBUILDING CODE. NG CO ANCHORAGE SHALL BE AS MENTIONED IN CA),. C.2) & CA) 2 ALL ALUMINUM EXTRUSIONS TO BE SOW-U ALLOY AND TEMPER. (UNLESS OTHERMSE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFTCAI70NS OF THE ANCHOR'S NANUFACWRER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 310E-1414 ALLOY. 6. PANELS MAY ALSO BE INSTALLED HOOONIALLY FOLLOWRIC INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHALT. HAVE STRUCTURAL OUAURY STEEL. ASTM A-053 GRADE B0 MINIMILW, 0-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS &(D SHALL Nat BE USED. STEEL DESIGNXRON W/FY- 92.2 kW (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR R7 YIIOFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSI SERIES OR CORROSION REWTAiT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. Tin SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAM_ BUILDINGS, SWiB Wf 50 "I YIELD STRENGTH AND 90 kWTENSILE STRENCTIT AND SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION 2411.3.14, 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER. SECTIONS t, 2, 4. 5, 6 AND ALTE'RNAnVES iW, 3W & 4W ON SHEETS 4, 5: 6 & 7. RESPECTTVELY« SHAD. HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENVIT TO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERES..StANLESS STEEL• WIN 36 W, MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7- AW14ORS TO WALL SHALL BE AS FOLLOWS: , 7, THE INSTALLATION CONTRACTOR 5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAM INTRUSION. (A) TO IXISi1xG POL7D» C0.4CR-FlT' - 114". TAPCON ANCHORS AS MANUFACTURFA BY I.TCW. SURUDEx, INC. (Min Fc-3192 P­1.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAWINC PLUS ANY BUILDING AND ZONING REGULATIONS THE TIOJ IT IS AP . - 1/4 a z 7 -7N AMC AS MANUFACTURED T INC. 8 CALK MOBS, RFD BY UEWAI.. / / FRONDED BY E JLIDSOC WHERE PERM PLIED TG - t ," x 3 4" SET ANCHORS AS OISCPoBUTED BY ALL Fd1tNT SCREW t A, SPECIALTY CO. SOLD- .. BOLT , P N P... P : THIS ENGINEER AND .Nor PROVIDE INFORMATION (ARo. Fe=30W 64.) 3. (o} THIS PRODUCT EVALUATION DOCUMENT { ED) PREPARED BY 5 DEER LS GENERIC ODES E RM LION A - #14-10 PANELMATE FEMALE 10 & PANELEIAIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PRO,tECT: i:rr. WHERE THE SITE CONDITIONS DEVWTE FROM THE P.E.O. - 1/4.0 ZAMAC NAAIN ANCHORS. AS MANUFACTURED BY DEWA.T, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFER OF INS PRODUCT At) MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4`; 2" FOR ELCO PANELMATE AND BASED ON LHIS N SAFE.DY ATSITEED HIE/SHE S THE COHOES NOT DEVIATE FROM RESPONSE THE CONDITIONS DETAILED ON THIS DOCUMENT. 1 9/4- FOR ZAMAC NARpN ANCHORS. in) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. A2) CALK--W & SOUL -SET ANCHORS SHALL SE EMBEDDED 7/6' INTO THE POURED CONCRETE, NO EEIREOMENT INTO STUCCO SNAIL BE PERMITTED. 1/4" 0-20 SCREWS USED SHAD. BE 1 1/2- LONG MINIMUM SHOULD Svwx;O EXIST, (o) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A ROROA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I" MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE 14FAM SCRE'W5 OR ALL THIRD= SCREWS WIO HEAD, ENGINEER OF RECORD (E.GR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING BUTS. PROPER. USE OF THE P.E.O. ENGINEER OF RECORD, ACING AS A OiLEGATED ENGINEER TO THE - P.E.O. ENGINEER, SHALL SUBMITTO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A3) 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 040UOK TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (a) 745 P.E.O. SHALL BEAR THE CITE AND ORIGINAL SEM. AND SIGNATURE OF THE PROFESSONAL ANCHORAGE SHAL BE AS MENTIONED IN Al) AND IN &2). ENGINEER OF RECORD THAT PREPARED IT (6) I4. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1I+"a TAPOON ANCHORS AS MANUFACTURED BY 1. T. W, BRJ740EX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHA.BE PLACED FOR EVERY OPENING LABQJNG TO COMPLY WITH 5ECT0w 1709.9.3 OF THE L. - 1/4" a x 7t 8' CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT, INC, FLORIDA BIRUNNG CODE. - tI+"a X 3f4" S-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. - 114-10 PANELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSTRUCTION P 1NNFFN,t - 1/4- . ZAMAC NAtUN ANCHORS, AS MANUFACTURED BY DEWALT, INC. +�A -T(k/ B. t) MINIMUM EE/BEOMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NApJN ANCHOR, RHEA THE E`\CEJIj FLORIDA BUILDING CODE NOn High VelocityHurricane Zone) v S •,"•• -(N BLOCK UNIT SHALL BE T 1/4` `. �Ir^ Z 02M mlano, I'm. FP. 8.2} CALK -IN &SOLID -SET ANCHORS SFWi BE EMBEDDED 7IB' tFditX THE CONCRETE .BLOCK uwn. N0 DCIENT'PIYIoQ¢ � ,• - 24 GAGE GALVANIZED STEEL STORM PANEL �H , ? STUCCO SHALL BE PERMITTED. 1/4` s:-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD3T EXIST. 14' -. 67 , AND 1" MINIMUM FY#i WALLS WITH NO STUCCO. STATE '^ - _ LOBAL PROTECTION PRODUCTS, LLC. 0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS FII FEORI .,.,,,--'''y��_'', T4N.Lrwrestn+Dm aEF4.weM eCl ,Rsnw MAN. rL 53f . EXISTING WALL ANCHORS SHALL ># LOAD ENOUGH TO REACH THE MAIN STRUCTURE EEHND SLDC,4 PA S •...... ���AQ ! w--: I-). 1 .l PFgIff: ( Hats-T345, ra tlMA)4TI-nn 20-175 ANCHORAGE SHALL BE AS MENTIONED N B.1) AND N 8.2)- �'yi%rr�ONAL q\A P.E. 5TAL/aaONaURE/DATE C' 11 �I� eP,..V W. P-+A+ a NNNNFH 1l WLTM A iMLir Jr, PF. $"an 1 Of 1s 44+ j �ALLAT,1ON INTO POURED DETAIL5 FOR REGULAR PANEL CONCRETE OR CONCRETE in TURES f% POURED CONCRETE POURED CONCRETE '-ORSCONCRETE BLOCK CONCRETE BLOM REWIRED. / REQUIRED. CONCRETE ANCHORS __•. , (SEE SCHEDULE ON CONCRETE AAGHK*S (SEE SCHEDULE ON % SHEETS 9 THROUGH 10) . ,-.a 7 1. Twl SHEETS.. 9 THROUGH 10 r--R ;r 1 �✓,✓ CQNCRREM ORS F- if2" j---- I f/2" � OIOCK .__ ) , 44^ FiEA9 alas v �w ! 1/4' MAX _._._�, 1/4. I/-. - 6 6 1/a' D:,i CONCfE ANCHORS%f i f �.� "-3 I E.O. f, I (SEE SCHEDULE ON fI - L SHEETS 9 THROUGH 10) l 1 j E.D �i� 1 9 if 1 L- C-"��_- iCm_ I 5£PARA710fi TQ GLn55. .__. tXLE I/.Y-2IUl* S.S. aRTs r i ? 6` t fief we It1N41 T-6')-- ,T-- M°x- - 1/4"I ap,l' I SEPARATION r Ix 76 W -^tl0 to GtAss. ; TwRI'II`aa') .(SEE SCHEDULE 1 __.__ _ -_..., . I 'I tiEXISTTNC•,I�(SEESCH'6` im 1 IAMBS-- i ON STREET 3) _k----'tEwIH'am 1 ! PANEL LENGTH ON SHEET 3) I r I I I ( ! {SEE SCHEDULE 1 i ON SHEET 3} 4 I .L- �. Min. SEPARATIQti - i 1• Mau. R I 1 LOKISEE CONCRETE ANCHORS. _.. L_ -.__ `„. T _..�. __.Vh_ ..-- (SEE SCHEDULE ON 1 ..t._...,. I _.>sT .. I {PANEL 9----- . 1._. _ I R-_ _.:.�A,. __ -I ON d SCULE SCHEDULE (SEE SCHEDULE 1 ON 3) N ON SHEET 3) SHEET 3) T_„_ I SHEETS 9 THROR)DH T I I { t) R I R I j f I \:e OF `L' G I i { L E%ISnNO� I GU:S ^ % &�ii L( Jf E,, i 111%. - I 4Y-2(bi' -. I Sbx ,✓�' 1 OF Ic 1 T � N ' 1 ( f r w s 0HEAD f 1 � I f� r j , �.. ., E.M. I j - 1 f I H ED r i I i 1 : I-D. I ,f i 5 1 ff POUREDEXISTING ' 1 0 12 1/2' RC', f. Ji 1 , R .f CIVIC• IM1t wASNIR WAD CONCRETE OR "CONCRETE BLOCK I i ��I CONCRETE ANGNORS / 1 !.._._.� --" f-,'Ti/MA -� x � E~ % - REOu7Rm. !.. I (SEE SCHEDULE ON--- f J ._.---1. --�O--i--Cdf ` S al i2 Nn" aC: . 1 „--_.__i_ �/ __.3 SHEETS 9 THROUGH 10) i _ALTERNATE ' J I" Min. - W// ds+ONLY WHEN SOLO SET & CALK -IN ANCHORS LEG LOGTON ? fX15fMG POURED CONCRETE % WHEN �---OR CONCRETE BLOCK ALTERNATE. CONCRERf ' POURED CONCRETE CONCRETE ANCHORS PANELMATES ARE USED. REQUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED. suca m W/ SR10 (SEE SCHEDULE ON SHEETS9 THOUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUIJ& MOUNTING WALL MOUN ECT MOUNT SCALE 3/8-1•G IF a` � .. CENAp .. FLORIDA BUILDING CODE Non HI h Wloci Hurricane Zons) ED. . EDGE DISTANCE (SEE SCHEDULE ON NOTE. FOR COMBINATION Of SECTIONS; TOP & BOTTOM. MOUNTINGS CAN BE Si , 0. 44167 1 = * : * : * � I% STAT€ ()F� _.. s Cy •. -'t P - -'"'_ '', ."aRID Cam TMI`m '� 24 GAGE GALVANIZED STEEL STORM PANEL 111 r 1 E C O /Nc. GLOBAL PROTECTION PRODUCTS, LLC. 1E6TI AMr 46W &W. 51 STREET D"A• A-• =14 F'4'I a7/n/2"m a1r SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . ..�... \ 'Z47 yAA"A x 2An At. E,. as rNwM.woac A 3Hr {1+p ,n-w.' ,H-FAT, PNKIIE: (66+Hp9-Tas6. FAc (a64a-6Tn 20-175 INSTALLATION. , tQ...• w.wAM. orwlRc No-. +'NHj \ 1E GA-DO067tM WELTER A R LR Y. P.6 m P-ftl t pelt 4 LF 16 INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD { /' . /R ALTERNATE LEG ! 4 z8" (Mill.) EXISTING -_, -/f T-^ti! /,/--EOC" SEAM REWIRED. STRU O} ADEQUACY OF EXISTING WOr / ! 1 - BEAM TO BE CEROFIEO 8Y . i ` i REGISTERED ENGINEER OR ,_-{tT-E��y ARCHITECT PROR TO SHUTTER iY % I ' K3* ; INSTALLATION. / / ,> ANCHORS ALTERNATE WOOD ANCHORS i. i 1' MIn - SCHEDULE ON ;. 1 :. ,14'ki' HEx MMs,iFlf sego SEE 5'ANCHORS ON (SEE _ 6UAOFx Wit so" OR SHEET f 1) SHEET I T) I I-'EQ-•-•••EQ ! ..._.......�.-20n• it x W/ swr TIN• fI $[i'` - . � 1 1 MAX. ,�. WOW HEADER ! 1 I.: 1/2• .� REQUIRED I I T l/4"F2DA� 6U.TS EXi514NG 1 /V [ I w 6 t/4• o.c GLA -S (9 1 f t 1 t ' WOOD ANCHORS _.c_. °e t I I h, ;�. 1 i (SEE SCHEDULE ON ,, d ikI 1 i SHEET 11) / `, I j E1_ Min. pEPARAMON I ._(D { I.-/'a^7, 1 SCHEDULE 1 1/4-A-2Wvt• 1 I i £S 78 w , I . 1 ON SHEET 3) ,1. __ _. I . - Mtn. SEPARATDw TO SHEET - # � f+ {SEE SCHEDIA£ ON SHEET 3) - I I/4Y-2m+• 'L' }MAX, - __. �" OBCia4 or � I �w PANEL LENGTH ,.y..- 7aa I iT- LE3BRt aRt ri•J -L PANEL X 1TH I -._._ --=�_ _::._ .- . _-- -- -' IV C .LIT FFf61 tSEE SCHEDULE -._ _. E%ISN I B CN atR T,-71 ON SHEET 3) I (SEE SCHEEDDULLE ,_..,,A - ON SHEET S) GLASS I ._.I_._ _.._-__ .. �;•� 4F-�_._.__..--. _ _____L.. I --( I _ 1' 1 i OF v I E I MAIL i Ca # _ I�1C /\,.lf,+` f/r -'OATH :/lam" I 1 1/2' D.C._:�,.l__ ..j E� wD FRVISHI I I 't i I 1/4"A.MrN&10 ax.TS 1 Al1.OWEp , 1 ­-----­­11 _ _...-.. EO \ ' i . _`_ 1 I w V tl 6 C4' o.C .. �II '. _..__ _-}_.._--= 2.6EC.K REOulRED OO WOOD `1 } 1 Ei '.,-WOW ANCHORS WOW ANCHORS_Wow REOVIREO v _ ON ONi ---.- I HOED TBCNEQULE (SEE SCHEDULE _,_,,,,- 3/4' ' } _ SHEET 1 T)---''"--•-------._. i l ' { ( . n rl - -2' Min ._...� OERMG ANEL,QQR MOUNTING BUILD -OUT MOUNTING ALTEIRR LYE 3W ALTERNATIVE NEW SCALE. 3/8'41" 0011110 SCALE 3/8-1- 4A�r•"VCENs� '✓S, - t9ftMfDNhTITIN QF SECTIONS: z • NQ• 44167 = 1,. INSTALLATION ARE ONLY VAUO FOR MAX.. A.S.D. *' FLQRIDA BUILDING CODE Han With YelocF Hu one Zone ;C a2a10 « WC. s .*a wno F.P. TOP CAN BE 24 GAGE GALVANIZED STEEL STORM P 0 & BOTTOM MOUNTINGS RATE .t AND PAN LENGTHS AX PANEL DESIGN PRESSURE RATING .I EL •q TI: OF a P'. aaAw STA n. E WAY TO SUIT ANY :•� COMB7N O. IN ANY A EDUCES ON HET INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD i �,4'' P10 •" k'' , °J MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC s R ''-. NIL I E C Q INc. GLODI�. PROTECTION PRODUCTS. U.C. y� �f t .. c DENSITY OF 0.55 OR EQUAL V /vtYr7l. T• TRUT TESTTND A ERORIfE1FN6 O01R,ANT 4WD S,w. ai SHEET '1 10000 01 TPA a,n 11 >a x>A m IFYWta n ml� OMK. FL 93,4 20-175 Cf ru,+.. OO9`tn-Im C f.,. 0"` m-LION Pssa@ C9sFk6.^7d4b. L'i1¢ (AM)Oea-67D7 .,,.A.,-01"..-, ,x1K, w. n� 4wA.Is ks P.E. SEA./aGNAU!@JDAi CA-z 11111 pt I w 4" . 4 A. BEET 7 OF fe -0--A Cv N CRA N Cu O Cll - -6-0 U Q O -o 0 .m C� U U dj Cv -0 L- U O .L C U C cL 2 N CU 0 O -i--' C� LL ,I'-- O - CU .� -0 � N O 0- ^ F- �,�•,� -0.- V) u II z Inl �/-1 O N f. 8-e" a- !® 6- pp-0�N NW S2 ,-u+ I' } n` 0� v- a-r- LI s= C e,i ' In N 11 _L4 - ) I in 3 Iy � CI .0 , _ l4 J-) ,.� • .=' _7 _. -3 0 Lu 19 SHEET NO. SH 1.3 END CL0 !RES DETAILS FQR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: YALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL 0) SYSTEMS (9 OR X''�pcaNOROns VARES BLOCK OR A r . WOOD 2' x 3' x .023' 3103 M-14QS BC83-T6 ALDY NX7NT. HUM ^�. � 5' t Y RFAt1IeE0 ti V OHOLE NTH x 1 3J4' r01 ( 2 t/2` TAISQV a 1r ae. ROUREO CONCRETG COHCRE7., I�' MIA. BLOCM 0.'i Yx4' W000 FRAME t POUED I t/4Y x t 3/4' iANLVtN ' 2 1/r f tEOUMID COCRE7C BLOCK AHOHOR ! lr 0.�'\ r", MO00 RRAME DR� `yi, MI^si. FAMEL �. f REQUIRED H4V MIN - . \ 1 _ COT AVW2 `` i 4'i a 1 3 A' .L A^COl ANC IN.t , TTRNATE LED LOCATOR ! O 12' O.C. V I 2' . a. Day m 2 I . HW, ANGLE OR x I ,OW' 3105-4,54 'SHEET POURED OONOWTE. CONCRETE-.....i araaaas _. 1 1_ FAG M[TH AL M. BFM PLATE r X 4' x .72_� -_ t• ffUXX OR rxe MOOD FRAME 3105-Hi4 OR _� 11- REOINREO >SDN-T6 ALLUY 2 t/2- =.-. 2^ f i�4 i CONS. ALUM. ANCLE M M1 : MQY, ' e��: ��s a >•�v>•>_� Max. GAP `' Ile M BOLT' 4' x 4" x .072" O 12. IL�aIQ5-Ht4 OR W63-TO AUM I- W/A4CKNUT Coro. Aaa. AGUE CASE A (PLAN) CASE,B (PLAN; CASE C (PLAN) CAS D (P1$Nl SCALE 1/4-=1' SCALE 1/4"-1, SCALE 1/0.1" SCALE 1/4'-1." OR SOUID- SETOR UDO PAREW�A(TSEEE� t.SX POURED CONC•O 'l7 •t7MOOD I'. SOES OF OPFlNaC /15PCtff➢t6E ON6M5 9, OVERLAP OR PBLYOND Cre ONCRETEBLOCK NAMES ® FRAIiE REOUIRFD i M APLM:ABLE � s Hoc' CONCRETE. CONCRETE REQUIREEDD 0 Ft__ OPENING WIOfH) BLOCK OR 2''x4" WOOD rRAYE REOUIRED ' FRONT VARIES , ' `-' � � 1.-JREAR trAT :3PARALLEL To 6' Ya E M74, OVAR CUT END PANEL) x ELo'DISTANCE (TYP) "111 a t __-_ /,.At. _=� �,„A,A,I/IINNNNNAA CASE G (PLAN) iWnamtrNo �r ,. -aO'L.F•a A:. rr��H, SCALEI/e-T. IUDwE N IaLK • • +/ % VAUID FOR DIRECT MOUNT INSTALLATION ONLY & 'AR • °• ac ?� `. ••''�,\C ENS` .'•'• CERI"IMO PANEL INSTALLATION AT WALLS W/ No. 44167 z SURFACE LEVEL VARIATIONS WITHIN 3/4- •`' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone CASE E (PLAN) CASE F (PLAN) z F °0 mono. W_ 24 LACE GALVANIZED STEEL STORM PANEL rr' ",+4 INNIN 01. SCALE 1/4'-l' SCALE 1/4'.1' TF ..,IORIDP, •• ^ S�j F\ iL E C O Due. GLOBAL PROTECTION PRODUCTS, LW. °i a fANAAN4IN 111�{Nl'J2!'LG� TWf & Me 46m SW. $t SIRPIT a 3c, a .. Ss. M�NN camel M1 mr am. n. Sx»4 /7 ...e. IaNR Pt-alJN . ti , OIM b,_,6M PIIME: LiIH}60P-7644 fAi: (I6416B9-6791 20-175 .•",I,A ilrurwww MMS7G CA 0m677D .,,0x1„w �. IR Na P•E SEAL/SgN1NRF/DME WH/FR Ai PL SIENT a or Is (VAUD ONLY FOR PANEL (1))NSTALI.ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAIL A.S.O. DESIGN PRESSURE RATING (P.at.) MAXIMUM ANCHORS SPACING FOR CO. = AS SHOWN ON SHEETS 6 & 7 APPLICABLE TE V1 / � ib/ABl �N QN THEM MAXIMUM PANEL LENGTH 1 {ftJ TAPCON LAO SCREW FEMALE II WOOD &15MNG 13" 13, 13, 13' 1r iw (HOP) - t3' Ir IS" 13" i3" 1W (BOTTOM) 6 1/2- 6 1/2' 5 f/r 6 1/r 6 1/2" 2w (TOP) - - 6 1/e 12 1/2" 5 ife 2W{BOTT.1) 5' ' 13" 13, 13` 13" Ir 4w (1DP) +46, -45 OR LESS 13, 13" 13' 13^ 13" 4W (BOTTOM) 13` 13" 13, 13` 8 1/2' 1W (HOP) 13` tr 13' Ir r iW (BOTTOM) 6 1/2" 6 1/2^ 6 1f2- 5 1/2- 6 1/2" 2W (TOP) B 1/4- 12 1/2' 1 6 Ile 2w mm-) >TO 4 1/2- 4" 8 1/r 6 I/2' 3W (TOP) 14'-e 7' - 3W (BOTTOM) 12" 4' 4w (TOP) Ir tr it 13, 8 1/2" 4W (wrium) SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED. CORRESP(NIOM ONLY TO ALTERNATE 2W ON SHEET B MAX. A.S.O. DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR €.D. = AS SHOWN ON SHEETS 6 & 7 APPLICABLE tQ N / & ANY OF THEM MAXIMUM PANEL LE1t6TH (R-) TAPCON lAG SCREW PANEtMATE FEMALE 1D PANFJ.MATE PLUS 0 13" 13" Ir 13" 13' 1W 13, 13' 13, tr 6- 1W (Brun) 6 1/2' 6 1/2' a 1/2' 6 1/2- 6 1/r 2W (COP) - - 6 Ale 12 1/2- 6 ife 2W IBM.-) 5�' 7- 7 1/2, 6. (TOP) LESS 7 I1V 6^ 8' B' •- 3W (Bomm) 13" ib" 13' Ir 13' 4W (Top) +45. -45 } TO 75, -75 tr 13" 13" 13' Ir 4W (BDimM) Ir Ir 13` 13" to' 1W It it 13, it 13' 6 Ile tlr (BOTTOM) 8 1/2` 6 1/2" 6 iJr 6 1/2' 6 1/2' IN (TOP) - - 6Ile 12 1/2' 61/e 2W (Batt.') >5'-tl' 4 1,12- 5' 7 1/2' 7 1/2" 3w (TOP) ? + r 5 1/r 6• e' - rW (1lorlaN) 13• fr 13'T 13- 5 1/2" 4W Clop) 13' 13" 13' r 13' le 4W (90110M) • SEE TABLE 01 FOR MAX. AND. DESIGN LOADS & MAX. PANEL LENGTHS w" SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE Al A A.S.D. DESIGN LOAD _ MAXNAN PANES. 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 VAUD FOR INSTALLATIONS W/ PANEL MATE FQAALE ID OR PANEL MATE PLUS ANCHORS & W/ SP{i9144tMTry 1/2" O.C. INSTALLATION DETAILS FOR_IUFE SAFETY PANEL t 17 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tJAY tAPCON ,.�.,_ EXISTIt#G POURED 1/4'P TAPCON DGSnNG POURED ANCHOR 4 9' O.O.C. f - bCX ANCHOR O 9' O.C. Y CONCRETE MOCK REOiMYED. ✓ REOUIREM Max 6 PANEL'L" E.ENCTH I 8..._.___ R 1' Mtn. i (SEE EL.EYATON ON SHEET 12) i TO GLASS GL p ASS. 1 r �f ) { ' L/2 �f 1 E7LSTING PWREDII, EO * �� CONCRETE CONCRETE BLOCK RE)OUIRED, t 1 u yt nc I SECTION R-3A IRA's PA{£ 12 1 ANRCHOR O 12 1/z" O.C. Ilk REGN LE eR L -- - - PIUCL 4G -- SEE SHEEM t0 A, 16 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS RID MOOD FRAE TAILINGS. MOWN ANCHOR VACP 5 AND MUM EDGE FIANCE ARE 1130 HD ON THIS SOEDU E. FOR ED, LOS I" INDICATED ON $REDID( REDUCE ANCHOR SPACOIC BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION To BE POSIN E. REDUCI D SPACIC OBTNRED USING FACTOR SWli NOT BE LESS THAN MINIMUM SPACING WDE,ATED FOR EACH ANCHOR TYPE ON THIS Sp#DULE. T/4Y If4-I AND" TIRE BIPMM MRMAA4 ANCHOR SPACING 00 3 S 4A0laN,ae, hnPxfl (M.} 3 3 MnANNXH4W or,M4d BM,Y OJ 3 3 ,n A PAR. an mmu M gOWlt r OUR, - 140 - J1 ` I/4Y PANEL.MATE(6EYON0 ANCIWR ) WALL MOUNTINGS SCALE 3/6.1- %7 MAX PANEL LENGTH (SEE ELEVATION ON SHEET 12) MAXIMUM A.5,12, DESIGN EREOURE RATINQ (p,s,Q AND CORRESEQNDING MAXIMUM ANCHOR SEMING SCHEDULE FOR REGULAR „S'TORM, PANEL nINSTALLATIONS INTO _ t�CONCRETEt4( CONCRETE BLOCK _. ar RLGT[IRES (VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SEGf1DNS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. OE5q:N1 PRESSURE RATING MAXMUM ANCHORS SPACING FOR MIN CO. PER SCHIMLE BELOW III APPLICABLE MAXIMUM PANEL LENGTH "L" MAX AS,O.. DEMON PRE'S.6URE RATING MAXIMUM ANCRORS SPACING FOR MIN CD, PER SCHEDULE BELOW APPLICABLE TO Seallom & �. MMOMUM PANEL sF1dOTFt 1' IMPUGN SOLID -SET P AMAUE 1E 10 P PLUS ZAA4Q-tWIAN OALIC-IN � � TAPCON SOL,D-SETFEMALE P No PANE3:IMTE SUS ZAAUD-NNtBi C,Vif-9N m 90iE lk "6 A Gb7C mpC1i�L}!: m CO. m AmTo tD TE CONCRETE + 45 OR LESS 33 73 " 1r tS 73 . 1r 13 13 . }3 1J tr 43. 1 OR LESS , -45 10 +85. -65 13 13 " Tr 13 11 13 1r 13 i3 - a 73 i3 • 1t 1 2 / 1 (TOP) I OR LESS 12r Ir tr 1r Ir 13• 13" I T3' 73' Ir 13" 1 13, 1 (BOTTOM) 13, 13" Ir 13" 13' tr 13, 13, Ir Ir IS- 11 1/2 1 (BOTTOM). 13- 13• 13' Ir 13- 13' Ir Ir 13" it Ir tr 2 (MP) it 13' it 1J" IY 13' 13' i3' tr tr 13' li 1/2'2 (TOP) 13' 13' it 13` it t3' 13' 13' IrIrit Ir 12 (BOTTOM) 13' 13' 13' 13" 13' tr 13' 13' 13" 17' 73' 11 1 2 / SOTTOU2 ( ) tr TS' Ir Ir 13' t3" 73' it 1J" tr 53' 13` 3 (TOP) 13' 13' 13" 13' 13' 13' 13' 13' 13' /r it it /23 1 OOP) - - 12 I 12 1f7 8 1/4` 6 1/4' t2 1J2`12 112 - 0 I/#' 8 tf4' 3 (BOTTOM) - - 't 13 1/2'12 7 2" / 6 1 4" / t 4' 0 f 2 1/ -12 /2 1 2 / - - 6 7 4' / 6 1 e 1 3 (BOTTOM) 8' e' 8" Ir a" B' 8' e" 0' B 7 1 - 4 (TOP) B' 5 iJr 6" e" B" 6 1/2' 8' 7 1/2" 0' Q' 8' r 4 ('TOP) B' r - 6' - 8" - 8- - 4 (Gomm) B' - B' - B' - 8' - e' - 6' - A (90TTCM}. Ir - 1r 13" 137 t3" t3' 13^ 13' 13' 43" 13' i3' (TOP) 13' 13' 13' f3" 1r 13, Ir 13' 13• 13" 13' 1 1J2 5 Cap).. 13, it Ir 1r 13" Ir Ir 7J` 13" 13` 13, Ir 5 (BDROM) it 13` T3' Ir 13' 13" Ir 13' 1 13' Ir 13" 11 1/2 5 (BOTTOM)' Ir Ir tr is' 13• 13" Ir tr T3" 13` 13" 13" 6 (Tap) 13' 13, 13' tr Tr 13' 13, 13, I3- Ir 13, 11 1/2 8 crop) - - 8 Ile 6 1/4' 6 Ile 6 1/4' - - - - 6 1/4' 6 Ile 6 (Boll.-) - - 6 Ile 8 Ile 6 Ile 6 Ile - - - - 6 1/4' 6 1/4' 6 (WrtL-) 13, S' t3' 10 i/2 13' 7' IY 7' 7 1/2 5 1/2 13' 4 1/r i (TOP) > ,-6- TO 14'-4` 13' 6' tr 13, Ir 8 1/2' la" 8 1/2" 9 1/2' 6 tlr - Tr 5 llr 1 ) S8,-D• TD Ir Y 1 13, 13' tr 9 Ill 13' 9 1/2 10 1/2 7 1/2 i3" r t (Borrom) 13` 7 1/r 1r 13, Ir to' 13, to, it' 8• 13' 6 1/2" 1 (BOTTOM) tr S' 13, 10 1/2. Ir 7" 13' 7' 7 1/2 ,5 1/2 13' 4 1/2. 2 (TOP) 13" 6' Ir 13' Ir 11 1/2' 13' 6 1/2' 9 1/2' 6 1/2:' Ir 5 1/2' 2 (TOP) Ir 7- 13, 13' I 73" 9 1/21 IS' 9 1/2 10 1/2 7 1/2 Ir 6 1/2' 2: (BOTTOM) Ir 17 1/r 13" 13, Ir 10, tr to, it" S" Ir a Ile 2 (BOTTOM) 1r 7' Ir 13" 1 137 9 1/2. 13' 9 1/2: 10 1/2.. 7 1/2 13' 6 tfr 3 CW) 13' 7 I/2- tr W Jr tO" 13' t0' 11" $' IS' 4 If2' 3 (10P) - - 12 1/2`12 1/2. 6 1/4' 5 Ile 12 1/2" 6 Ile - - 6 1/4" .6 Ile 3 (BOTTOM) - - 2 1/2" 2 1/2 6 i/e 6 T/e 12 1/2.32 1/2" - - a Ile 8 11e 3-(BOROM) 5 1/2' r 3 1/2"' 8' C 4 1/r r" 6 112".... 3' 4 (TOP) 7 1/2. r W 6" 7' 4' B' 4' 4 1/2' 3. llr 6 1/2' 3' 4 MDR) 8' b" B' 8' 5 1/2'. 7 1f2' -.(BOTTOM) 6` a'.. _ 6- - 8` 5 1/2 7 1/2` - 4 (BOTTOM) t3` Y lr 13, t3- 9 1/2' 13' 4 11r 0 1/2 7 1/2- 13 8' S (tap) 13' B SJ2' 43 13 13" to' 13, to" It' e' 13" 5 1/2" 5 (TOP) 13' 13' T3' 9 1/2' 1r' 9 1f2` 0 if 7 1Ir 13' b 112` 5 (BOTTOM) iJ" 8 t/2' t3' 73" 13' 10' it 10' 71" B" t3" a 1/2' 15 OCTICIN) tr S. Ir 10 1j2. 13, 7' 13, Y 7 1J2" 5 1/2' t3- 4 1/2" 6 (TOP) 11. 8° ir' 13' 73' 8 112' tr 6 1/Y 9 1/2' 8 if2" 13' S I/2' 6 OOPj - - B /f4" 8 iJ4' 6 if4` 5 7/4" - - - - 8 ifs' 6 Ale 6 (60TT.") - - 61/4 6 1 4` 6 Ile 61/4' - - - b Wilt Will; !') SEE MR41 II FOR ANCMONS TIRE & SPACING FOR MSIALATXR6 INTO RIDGE: FRAME SULDaNIM * WHAWM ANCHOR SPACINGS AND MN WR SOLE TXSTANCE ARE INDICATED ON TM 9ClEDULE FOR E.D. =5 THAN NM>ICNTED ON SCHEDULE REDUCE ANCHOR SPACING By "TftYI0 SRACM SHoeAN ON SCHEDULE BY THE FOLLOWING 1'AV"TORS. FOR THIS OPERATION To BE POSSISLF. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT H LESS THAN IANINUU SPACING INDICATED FOR EACH MOM TYPE ON THIS SCHEDULE Ile. 1/4'. 1/4Y Ile. 1/4'. NMI TYPE1/4`x TMC'LN f010•�fPANUIAOT Q.an FANKINATEPERU ZNAG4INUN GVXC-N MINIMUM Now SPACING (M•) J 3 3 3 2 lir 2 1/2 AAIrIMWREM ✓1M1 3 3 tjr 3' 3 J 112' 3 OBTAFNM".t " 2= 3 3 if2' 3 1/2' 3 1/2 3 I/r 4 AORML MW OMMM FACTOR. S. DOG O.RI - lAp - m 3 , - ILO tm - ,.00 ta0 • SPAgNGS ONA.Y YALID WHEN FACER Q9 15 USED, SEE T #i FOR MAX. A.S.D. ' DESLGN L(XIDS X. PANEI..L£EI WHEN SPACER USED. T1 A A.S.D. DESIGN LOAD IMtl MUM PANIEL LENGTH 40 PSF OR LESS 6'-6° > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE 0 Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2` D.C. X _...----------------.-..--..--.--ANGW�LS (SEE SECTIONS & ALTERNATIVES ON SHEE78 13, 14, 15 h€6}-----. --. r MAX. R-IA/13. R-2A/13, R-3A/14, - R-19/13. R-2B/t3, R-36/14, 3' MAX. R-1AW/15. R-2AW/15, R-3AW/16. R-19W/15. 11-20W/15, R-30161/16. �c 0 0 0 0 0 :f b i�- T � 7 , i 1 I REGULAR O I PANEL 1 4"0-20x1`•S.S. `GOUTS i (USE FOR PANEL LE7NG7FN OVER V-6') ( ( I i i 1 I , t t REGULAR SM PANEL i T , LIFE SKIM STORM PANEL S.S. 6EXU.TVSLYfUW�+� t AT E14 i T I ! 7 4 I PANEL RIGHT PANEL EA/13, R-3A/14, R-IB/13. R-211/13, R-38/14, -7AW/15, R-3AW/16, L1111-R-1BWj15. R-20W/15. R-3BW/16, (SEE SECTIONS At ALTERNATIVES ON SHEETS 13. 14. 15 LIFE SAS STORM PANEL (1) E EYE, AT10N (t) 2,68Y SCALE Ile -I' (MML 0040 -1 MICE wurr) UFE SAFETY PANEL MERLOR ,.Rif 1 E7 MAX PANEL LE7IGTH S`-6" O +40.0. -40,0 p. 4. (W/ OVERLAP AND PANEL LENGTH W P-e' O +SO.0, -54.0 PAL (W/O OVERLAP MID PANEL LENGTH BOLT) LSE 21-81 MIN. PAN€L LENGTH AT ALL MOUNTINGS 3' �' INSTALLATIDILS ONLY VAUD FOR WINO 1" MN.� SPEED UP 1D 17O m.p.R, 4 Ile MAX. CAP REGULAR STORM PANEL LAG M=D' INC' 24 GAGE GALVANIZED STEEL STORM PANEL FDOWN .P. L E_� C Q 1Ne�. GLOBAL PROTECTION PRODUCTS. LLC. nju HAD Hem S.W. OI 3MEET ' M N,A V!1 e„pq R DM2 fL 333f1 20-175 D� � eR-,m, PHONE, (964k�-Ta+6. FA%: (95+kM-IR97 Oar ,rrr ns r txx,u.. .a OtVAWO Na: INTALLABON DETAILS INTO FQR LIFE SAFETY WOOD STRUCTURES PANEL O) TIT _T - - 1 =1 / I �p _- AF.WD�ER ,. WOOOtisJN7ER REW3 REOU i ii WFA7J READER / ,I I3 3 wo50 HFAOER 1REp N i(A'o TAPCON f 4'e TAPCOIN ?NUTRIA O 9" O.0 ;�I P CNQR.O-E9ry' °( ! X 4°4 711ROON I HOR 4.iB�'-+,0.0. t + Y f/4Y TAPOON -A7LY9pt,�OT99�' ,} ;O.C. ;1j4• II _ S/2^/2' MAX. i I (T ; -I/4. f. 11 -.:, ; 112 I I/C r LI fl Li i i _ I f^f p EXISTINQ GLASS I-,_ -_,_- /i._W.7- _ Af SA IXISTi),((yI /a' R uotsoi OAK FOR -r.� ... F _. �..._-.___i OLAS'a G._ _ -- i.' iAAXC. Yt;,...:. aim qS 1Wa ! E1t5Rt t•14 �- _.. LBIRN OAKT-K) CLA^,S tl 1 I _ il: '- ' it D ,t SMELT. LENGTH It I -A- ,--..-, -I VAX FAEEL H U (SEE ELEVATION B ON SHEET 12) I i �- �' R--�-- i PAtEI, IENCTH 8 84 � (SEE litYATHM ELEVATION j ON S12) HEET - -� _1 (� ELEVATION R I _ - (,<.ff ELEVAMkI e , ON SHEET 12) 1 6I"------(/+=_.-� Mn ON STEfT 12) 1 fl }• 1M. I�•---SEPARATtOH--- f 1 'r '--SEPARA 9 1. j A•'✓ E R----SEPARATION- TO CkA58. i,. ; _ _... i s i II TO GLASS, (jlT)�(i ( t LJ2 t p ! �� � TO GLA55. i I B--SEFARATNlN g TO GLASS. I f ,.,-i___. __.� B• T _ .. �. .� E e I At ir - I 3 A. Ep t i u 9fr �-`"Ys�r M,a \ IE I I I I i L f 2. ' 'i ? II PLATE j3I��/4O oeOtt= »I2- O.C. EST. 1I > l f12�` �. 1 4Y-!W ' I `� yin Ms 1/4"e TAPCON I +{ II: 1 4'o TAPCON ANCHOR O 9' O.C. " i ANCHOR O 9' O.C, REOJIREp I ._ l ,I 1 1 4"P TAPCON 1 (i.. --ANCHOR O 9" O.C. PLATE a 12 I TLC. a I ( r : t STAGGERED W/ STUD `I ? [ t4 I.tt STAGGERED W/ SAID • 4• W000.ANCHOR REQUIREDtr.^ i 4'M TAPCON O 9' D.C. _ LATE MATE REQUIRED ""'""` _ REQUIRED ! _._iityi., 'ILL I I O I IV�,R MEIN PANELS 0 L GI WA6L 1L 4 iTNOS BNNNMA LIAR � FE SAFETY PANEL W" MOUtiI7NGS SCALE 3/8-1, E(7)S'"•.�. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone I. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN PRESSURE RATINGS (p4J) AND PANEL LENGTHS AS PER ELEVATION ON SMELT 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1 ( , 44167 •� `e°i° 1LTECa� 24 GAGE GALVANIZED STEEL STORM PANEL wpm '� * oTJnj2mN .,3'. STATE ¢ .5 I�E C O Rue. GLOBAL PROTECTblI PRODUCTS, I.I.C. 011E % �'` Sam MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC NB �� O,r:: �OR511 ,.�' 'L.®Ze3 & COMPANY xx >to xAL .Mxewalm,w,na1w a4NE .1e:'P4 PHONE.' iH4J�9-75a. F. 14 FG. FAX FAX iI34)Ba9-Bre7 DENSITYOF OF D.55 OR EQUAL Sj ' CA- om is AIR esr.a, xac Memo, a. No: r fINMN. _ 1WL7F3! A iRN Jr.} jE an Sun IS of to MAXIMUM S D DESIGN eRESSURE RATING (Im.f.)AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE Egg REGULAR STORM PANN-ELM INS?AI L OONS INTO CONCRETE & CONCRETE BLOCK STRUGTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX A.S.D. PRESSURE RATIm - - MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE MAXIMUM PANEL 00 MAIL A.S:D.. PRESSURE NG (P:at) MAXIMUM ANCHORS SPACING FOR MR E.D. PER SCHEDULE BELOW _ APPLICABLE O & y O' uv COF THEM MAXIMUM PANELTO LENGTH 00 TAPCON STXIQ-SET PIY'EEI In PAN PLUS& tAMAC-TYAL9N - CALK -IN TAPCON SOLID-5iS t6 PP`NWS� NSC'B'i ro lO m To ♦7F THEM m m 10 # m m rn+aaTE 475TO 75 t3' 1i' 13' 13' tr f3' 13" it Ir 12' t3" ip' 1 ) , OR LESS >+m -75 TO +11q-1195 13' S' 13' 13' 6 1/2' 1J" llr 6 I /2 C113- 41r 1 (TOP) V-6" OR LESS 13' ti' Ir 13' tr it 1r IS' 13, 12' 137 10' t (Mallow) T3' 5 1/2" 13" 13, Tr 9' 13, 9° to- 6' t (BOTTOM) 13' 1'. 1'. 13" 13` 73" 13, 13` 13` 13' tr 13' 10' 2 iTc) lr S" 1r 0 7J2 lr 6 1/2" it 6 i/r 7 1/2'' 4 1/2' 2 (TOP) 13, it" 13' Is. 13, Ir it it 13' 12' la, it 2 tea"W) 1r- 7' 13, lr 1r 9 1/2' I3` 9 1/2" 10 1/2' 6 1/2"2it'13'13, to' 3 (TOP) 13` 7' t3' it tr 9 t/2 tr 9 tJ2 iD t/2' 8' J (TOP) 12 llr 12 1/2 6 I/e 6 Ile 12 1/2' 12 I/ - - 6 Ile 5 Ale 3 (BENTOM) - - 12 7/2 12 t1 r 0 1/4' 6 1/4' 2 I1:r 6 We - - 6 Ile 4 1/4' 13 (BOTTOM) 8" 5' B' S' 6" 0" 6` 4.1/2" Y 5`.... 6' + 1/2" 4 (TOP) 7" 3' B' S 1/2" Y J 7/2' S' 4' 4 1/Z' 3" 4 7J2".2 7/2' 4 (tOP} e- - e' - 5' - @" 8' B' - 8^ - ;-W-Tom) 8` - 6 112 - a' - 8' - b 1/2" 1 14 (BOTTOM) t3" St" 13" 7J' lr 13, Ir 13" 13, f2" 13' t0' 5 .00P) lr B i/2' 13' it tY 9' /3` 9' to, 7 1/2" Ir 6" 5 (TOP) 13' -7ii` iS 13` tr I 7r 13" 13' Ir tr 1 13' 10' 5 (BOTTOM). 1r 7- it it 13' 9 1/2' JY 9 1/2' 10 1/2. 7 1/2" Ir $7 5 (BOTTOM) 13' 13' 13" /r 13' 13- 1r it 1 13` to, 6 Crop) 13' S' 1r 110 1/2 13' 6 1/2' t3' 6 1/2' 7 1/2- 15 1/2' is' 4 1/2' 6 (TOP) 1/4` @ 1/4- b (80TT.") - - 6 1/4' 6 1/4' b 1/4'6 t 4' 8 1/+' 8 i/4' - - 9 1/v 6 Ile (BOiT.«) 13' 7 1/2 IY 13' it 10' 13" 10` Il" S' 13, 6 1/2' 1 (TON) > -6. TO 6-0' 13' S' /3' t0 1/2" it 6 I r iJ` 5 11Y 7 1/2" 5 1/2' 13' ! 1/2' 1 (TOP) 55'-6• TO 13" 7 iJr. Ir Ir jr 10 t/2 IS" 110 1/2 Tt t 0' it Y 11 (BOTTOM) 13" 6 1/2' 13' 13' tr 9' Ir 9" to' 7 1/2' Is'e' 1 (wroM) 13" 7 Ile it 13, is" f0' I Ir in. it, B" 13' 6 1/2' 2 (W) Ir 5' 13' to llr 13' 16 1/2-1 1r 6 1/r 7 1/2' 5 1/2' 13' 4 1/2' 2 (TON) 7S- 7 t/p' 13' 13" 9J` 10 %1 23` 10 1/2-11 1/2 B` 13- 7- 2 (BOTTOM) 13' 7' Ir 13' 13' 9 1/2' 13" 9 1/2* 10 1/2" 7 1/2' 13` 6 1/2' 2 (BOTTOM)it 7 lIr i3" 13` 13" a tfr. 13` to 1/2*11 lIr r 13` 7` 3 (SOP) 13' T 13` Ir' 13" 9 1/2" 1r 9 1/r 10 t/r 7 1/2- I3' r J (TEP) - - 2 1J2 2 1/2 5 Ile 6 Ile T2 Ile 6 1/4' _ - 6 1/4' 6 1/e 3 c05TTt7M) - - 2 1/2'12 1/2 6 1/e 6 I/4" 2 1J2' 6 Ile - - 6 1le 6 1f4. 3 (BOTTOM) 7 t/r 3 llr r V 7 1/2' a a" 4 1/2' S' 3 1/2"., 7' 3' 4 (Td1} 7" J' e' 5 1/2' 7" 3 1/r W e 4 ifr 3" 6 llr 2 11r 4 NP) e" - e' - 4 (BOTTOM) 8" - 6 1/2' - B` - Ar - - 5 1/2- - Y -. 4 (BOTTOM) it 7 if2' 13" 13• 13, 10 Ile t3- 10 1/2 li 1/2 6' Ir Y 5 (OOP) 13' 6 t/2' tr 13' it 9' 13' 9- Io- 7 iJr la- 6- OtlP) 13" 1 tJr 1 r 1r 13` 0 t/2 it 10 if2 t iJ2 B` 13, 7' 5 (BOTTOM)_ Ir Y 13' 13" 13` 9 1/2- Ir 9 112' 10 1/2- 7 iJ2' lr 7 i/r 13' 13" 13- 0 7/2 /3' 10 //2 i -t/2 Y 13- 7" 6 (SOP) Ir 5' tr it 6 tj?' tr fi 1Jr 7 1/2" 5 1/2" 13' 4 tf2' 8 (OOP) 6 Ile 6 tlr 6 t/4' - - - 6 Ile 5 1/i" 6 (SLIM-) - - B 1/4` a t/4' 8 Ile 6 Ile - - - - 6 1/4'. 6. if4" 16 (WIT.-) SEE SHEET It FOR ANCHORS TYPE & SPACING FOR 1!1$1H#ATIO S PRO WOOD FR ME "AbN08, + MINNOW ANCHOR SPACINGS 40 MNNMLM EDE C6 FOG'MRCE ARE I DICKTFA ON THIS SCRO &L nS La LESS it" INDIOVEO ON SCHEDULE REDUCE Ax3P3N SPACING BY MULTIFLYPIG SPACING SHOWN ON SCHEDULE 1TY THE FOLLAAAO FACTORS. FDA THIM OPER3MM TO BE POSSIBLE, REDUCED S'ACPD1 0010= LEE FACTOR SHALL NOT E LESS THAN %~M BPA04 INDICATED FOR EACH ANCHOR TYPE ON THE SCHEDULE ANCHOR TYPE 1/4Y 1f4Y 1/4Y t/4Y I/e. 1 Ile. - IAPmM SOfMX-SET mm 14 -jg�off LIYD-MVlH GWC«W MROAM ANCHOR SPACIG OR.) 3 5 3 3 2 lIr 2 1/2 rANIMMAfm Q°3. 3 a 1/r r 3 3 mr 3 e13TANTE"4 pilot K a Tir 3 1/M' 3 It 3 Eli' 4 IMGIIAML tm Bow" (E.O FACTOR 1 172` 035 y - - s - -_ z T�� oer _...tip � ___. -''. ox 3- 'ISO wa - taO Ofi3 _ im lab - Im ,.m SPACINGS ONLY VAUD WHEN SPACER 0 IS USED. SEE Ili FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED. TABLE it A AS,D. OEM LOADMAXWN PANEL LENGTH 40 PSF OR LESS 8'-6° > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ . SPACER AT 12 1/2- O.E. ! :TH ION 12) BG�IlQ�L.�.1B O LIFE SAFETY PANEL WALL MOUNTINGS SOAtE SEE $HEFTS 15 & 16 FOR ANCHORS MICRON T7'1'8 1/el TYPE & SPACING FOR ISTALLATON6 INTO vpcoN WOOD FRAME DIILpIla4. BRO WN ANCHOR SPACIM AND WNOUAI WOMAN. go" SPACING D:) g 4 axi iaxNpll Qnj 3 EDGE DWANC_ ARE INDICATED ON THIS SCHEDULE". E0. LESS THAN OOIGttD ON SCHEDULE REDUCE ANCHOR SPACING IIeTMNOR.a) 'OmexM ■ad, iM,3 3 BY MHA1IPt.Y.M SPACING SHOWN ON SCHEME BY THE FOLLOWING FACTORS, MANY. oz Elm= (Fd) R .ff'B)Il FDA TIPS OPERATION TO BE POSSIBLE, REDLICED SPAN o9TAI ED USING FACTOR SHALL BE LESS THAN 2 L/�' v Mel 3• 6.9E .N.�O.T MUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEOULE -^--`-.-`.--"--.-'- 31 ' _--. 4 REGULAR PANELS WALL MOUNTINGS iHHAAyy._ SCALE 3/8-1- FLORIDA BUILDING CODE TNPC R O EO Y-zon' i BIXTS W � i I ) I 'L' MAX. 5" PANEL L13WM (SEE ELEVATION _ ON SHEET 12) YS TAPCON Ro9`D.Q POURED CONCRETE OR E BLOCK REQUIRED. INJO W00D STRUCTURES !itt : f WOOD HEADER HEADER 16{ 1 4Y TAPCON 1 3kh 7J4 / T %�sLiLij;l ' £XISTII(O,jl 1 7f4'A-za..t' A�A 1uL _..._ ._.. ... ._ L .xrRCA 7W,6� OlhSS IT IG.iS W.st>• FINC .-_ .._ /Y' ; . _ AT FA O.FRLNIr A G osaP "`a"XI I - QUS TOR PRO. IX:S IU.FMmN Do Y-6'1 i., C1.A85 SD i` MAX LENGTH �y! PANEL LENGTH v MAX. iL-- fi 1 ELEVATION (I 1 ! (SEE EE� ON SHEET 12) i I ON SHHEETT 12) 12) I u 1 i LI i IjsEaW- OLAB r uw. T TO GWSS, 1�--•sEPARAnaN..._. t 1 i1 I e nn ( 1 I IT CLASS.60, I I tE0. I 4 r t / 2'K4` WOO„Lk... 9 (f 2'xe PLATE. I k� II PLATE ,I t ��I REQURO ANELfAT€ PLUS REQUIRED /PAkEL.ANATE PLUS T 1A/N4CHeO 1I RP OCI r t ANCRO 12 i/O:C.O 12 1/2 ALTERNADVE ALTERNATIVE R-3gig jY I_ 0 REGU R PA c O LI S TY emu 11 111INANyA WAL;R �NT►NG5 el Ac SCALE 3fB>t' ��" `` ,;'•. ✓.Q45,� 0.44167 - FLORIDA BUILDING CODE jkorl High Velocity Hu cone Zom Qmo TLIM PC. $TAT£ OF 24 GAGE GALVANIZED STEEL STORM PANEL m ", z o'. 2 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. -ty i DESIGN PRESSURE RATINGS (p.s.f) AND PANEL AL PROTECTION PRODUCTS, LLC.fP LENGTHS AS PER ELEVATION ON SHEET 12" IL E C O Hue. �yy 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD `StONAI�'� / Kx NSA N. W&,, �.IppMa K.P n 3311! �D0 &S. �4 1 ANNHtNiwlaH / 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC r.w : tAY n1-uID . s. a L>oN m-1af MaML (P54)60-70N5, w M4)6" a DENSITY OF 0.55 OR EQUAL Dppaa"j,y . o,r APT W,:. NPr.R., t+ LVoem NNE RF. 11CTSF/oITE IH1ER 4- BMW is of to 7 -6. 1t N N U) m > Cv C- -'-� �--P U _0 N N L_ Q O C co N N O � 0^' O O^ ca- W m 0 0 � 4•- p r�R CV > Cn . N U) -0 a)'^ V / E L O a-ICL Co O VJ a z W J L� CL q. ,< a C"ml z U (O C M -' CO) �'fz Q E ii ' (T, L n (; C `) / CIO W (D _11II� *--a U) O C/) 0 V/ W LLI = Q z z Q 0- SHEET SHEET NO. SH 1.4 EZ1/18, EZ 1 W/18 ANCHORS -- ---(SEE SECTION EZ1 !1 ALTERNATIVE EZIW ON SHE€/ 181 i --a3; Maxi _� 9 ^-T(SEE COTE 2) ':'N.'JW` �".� 2) NOTE 2) s i OF 3/18Ri ALUMINUM * /� - - � ��T LAST PMlELy 7'0 BE INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2` O O O r PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED s� j O O O O O O7i-t j TO BE INSTALLED FROM INSIDE OF STRUCTURE. (( - � I ,� 3 AnYP) �� NOTFc - _ _ _ _L__Li _ � _T..) _If-T-.�,_ �.. L (1). �jt nT,�IN OF SERIES 2006: E-Z HANG STORM PANEL SYSTEM (END PANEL) (INTERIOR PANEL) (IINTERPDR PANEL) {INTERIOR PANEL) (END PANEL) UAX CONSISTING DF PANEL + Cont. TRACKS TOP & BOTTOM. SEE NOTES 2, 3, 4 SEE NOTES 2, {2). END PANELS SHALL ALWA Bf CONNECTED TO BOTTOM TRACK I E {{ 1 4 OTHERWISE A STOP BAR &HALL. BE PROVIDED Al TOP OF SUCH i MAX. PANE1 LENGFH PANELS.' ..+._� I a + M.O I - * * -t 1 * - * I -- / P.>Sr (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION 13! ( 1 t I !-�._ram SMALL CONSIST OF i/4"a-29x3/4' M,S. W/ 7/8'ex3/32" WING • • �I I tit I ' BOLTED PxtEL,S W/ //sell-20x,' NUT OR 1/4'Yx3/4" Min. THUMBSCREW INTO TAPPED BOTTOM II ` S.S. BOLTS W O EIL OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO f �) EXTERIOR FLAT FLANGES OF END PANEL. ! I �_ I.....L.l. (. SA �. .. .�. _ _. ..._...__.. _(SEE SEC I l._.1 Six - OF "L (a). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM _ ... .r,.,(. _ -.� .. _._ i, �.,.. :.,(_.1_. .. MAX. TRACK (i,a. A STOP BAR IS. ONLY USED AT TOP) AT LEAST Two SHALL 1 PANELS BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF JJ_L�JJ_LLJJILLJJ_L JlLLJ_LtLIJILLJJ_LLJ.,JJlt.1JJ_L' i-J, - + 1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. a a I SEE NOTE 4 --�- l .J 3 Mox. f it - 1(j)W/@ F` Mtn. NGn. E710TE 3 NOTE 3 t 1NSTALLA"ONS ONLY VALID FOR WIND ANCHORS SPEED UP TO 170 m,p,h. (SEE 9 .,- EZs & ALTERNATIVE EZ IW ON SHEET is)_.-.._--_.-____-_�i EZI/18, EZ1W/18 !YPICAL ELEVAT19NFOR SERIES 2000- S (t) - SCALE: 3/32"=1." �7 \� 1}4' Max. GAP 2.887'(14N OlERIM ^� _ MAX. c4a ._.__i f SECTIQ,N A -A YtN""Our SCALE: 3/32`=1" �.�F,it rz 11/j so ,a`R� •' Ejj ''°�P S FLORIDA BUILDING CODE Non High Velocity Hurricane Zone _ oxom nxaa vr. 24 GAGE GALVANIZED STEEL STORM PANEL TF' 0.44167 I. = f tit: ? ,k S oEtM mTa STATE 0 --11LIEC01ILL. GLOBAL PROTECTION PRODUCTS, U.C. -o''•, 480a &C 51 ST EU :90� FCORi4A:� DAME A. 'a"'20-t75 „••• `` Ilxe : im, R'�-,Sxt . tm : IwFi - PaipEi I454XfeP-T545, FAY: I,L8441EeP•8787 ra ',,xrrr lD IVIEJMIB u-0aapner ow-0 w: "Nruruis[it WALTLR w TRur y., P.E. am i'''+xF, NI SNFFI n or 1a NAVENGINEERING ENGINEERINC3 EXPRESS* PR13DUCT EVALLIATION REPORT September15,2020 AppNoation Number: 17NO-1- R2 EX Project Number 20.31643 Product Manufacturer. All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Patin Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional ReBuilding pa Regulation g o (Florida(Fbrltla Bui 119 Commission) Rule Chapter 61 G20.3.005, F,A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Budding Code Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Cede. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTSraw EX ding rf20-31543 tilled "24ga Galvanized Steel Storm Panels (HVHZ & Non•HVHZ)", sheats 1-5, prepared by Engineering Express, signed & sealed by Frank Bannardo, P.E. 6 an integral part of this Evaluation Report . TEST REPORTS Uniform static structural performance has been tested in accordance with TAB 202 test standards per test re s IFBT-ASG-1 -001 Blackwat T � @( B8 Inc. �() � ling, Large missile impact resistance and cyclic leading Parionrance has been tested in accordance with TAS 201 and TAS 203 teat standards per test report(s) AST-ASG-17-001 by Biackwater Testing, Inc, . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/of rational analysis to quality the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4, Anchor Spacing. 160 SW 121H AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ENGLNEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM MOP ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been Used in the design of this product. Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities, ImpactResistance: Large Impact " Resistance has been demonstrated as evidenced In previouslylisted test r rt s and is accounted ferthe engineering design of this product. + ( ) Wind Load Resistance This product h been d to resist wind loads indicated in the span schedule(s)t o prod as designed ist wi d ad � t pa on h respective Product Evaluation Document #a. engineering drawing). Installation This product shall be installed in strict compliance with its respective Product Evaluation Document O.e. engineering drawl along with all components noted therein. ng 9 09), 9 w Pon Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e, engineering drawing). Limitations & Conditions of Use: Use of this product ahaN be vstrict with the respective Product Evaluation an Document (I e. engineering drawing) as noted herein. All supportinghost structures shad bed designed to resist all superimposed loads and shell be of a material L3sIg Wed in this product's respective ancbor schedule. Host structure conditions which are not accounted for In this product'srespective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are Permanently yInstalled shall be Protected against corrosion contemination and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone NVHZ). Respectfully, HG N tzis ' Frank Bernardo, PE ENGINEERING EXPRESS ItPE0046549ICert Auth.9885 160 SW 12Yn AVENUE SU[Ti 106, OEERFIELD BEACH, FLORIDA 33442 (954) 354-06601 (866) 396-9999 TEAM@ENGINE€RINGEXPRESS.COM ENCINEERINGEXPREss.CAM THA x N.,A HIIJARNI m"R.r Y P'. iGA4 . . HT:ti ;'1`I LA 1 lrlily 1: F LI+a:;LL Fop A.-.; C�PlRiN i'.RYFEL e ;,nJ 3BaAlr m. �-11 " El , . wanu - 1. tLnJ--s_IYt N ] r LI.i -''' SLLIA�di N DW IE r ,l I P nR Ct. a m Lin-s::n rLl�,{ _Y r . r '�r IS W v`y I,U•x ., 9 i l a I J Fl I HA � E LL1� - Z w - rn Ls;.x •:'n. .,- Y- fir. ;,1 W R4 �init r-ERv-rrr riJ Y III C .,, tKJ�} - J _OCNCLI\. FN F Ir HYAs,. - 0 TIOUTmdIG. E%rRU5IbN9 N LJ_n C Pol lri. i art„ .� - 1.u' vrc Y'rT. I_Lil11c, r , e F:Fr V ;- C[RINU IXOUNr rtb R HCRION LL 7 a n+ N r.N. YF 0d rru r rrna rI IF la r f [[-: F. 0 PC - 7I:YaJ C-C Hxt_,' I +_ r rL,�u11 'F "au HbuNi s-cnoN ..",. - J rcME fR cL IT .: t__JI'l�c VT FIVJ`' wi 1 _ T HXQ�jT 3' � Y - 2 N rT,nN r H I :tt YPL MAY Y 'I, 13: Av f.if S E �• 3 W Gt 4TPtMRP qqgg 2 -I'L'. I- vrIA,I CYI 'INr fs1 u ,J.. lai .: rIRu,ItN()� J I.' 1 ■ 30. Kl Y �rY tl YFP. 3: Ci3S , J. yy} R6Ea H 1= R 9 y,' e c =i rnrc� :f xx nl. C 6 e @ !.' x Y T D.isrr' •rr.:a - .ri� d A s - r - mFdXNIeFMaflExxAwbrg F; isa A=z v 7 rrrr,` 20 31543 - - - n PAeno.AavormriF C'll I_I 10' E1 C (b P C vTvnF .OPTIMAL iDP/WTTDM mosuRE DETAIL ml rL > tun 's E�J. nrz.. kci D. Q0 INSTAU INTO ATION DETAILS FOR POURED CONCRETE, CONCRETE SERIES 2000 E-Z BANG STORM PANEL C17 BLOCK AND WOOD STRUCTURES j EXISTING POURED -•'b2'+NCREM 'OR ),f4"/ TAPCON CONCRETE BLOCK -^ i' I: ANCHOR O Ir O.C. jr REQUIRED. ' , � 1/4"0 TAPOON \ / ANCHOR O 12` O.C. I. -EX jt4x1" HEX HEAD TEX ,` SCREW O 2/4" FROM WOOD HEADER _ � � } '`� 14.1" HHEAD TEf REQUIRED i %• IL / t'�, 0�4" FROM Eix,E OF (C) if.�� % "-:IT y} EDGE OF 67 ff [ I 1/s•r-roe," .... 1 "'( R 1 ,/4•r2an ., ---- ss. IuccTB w+Q -, �eDLTs Ifr"'SEPARATION- I GII55. EJIISTiI i. - II GIA3S-`Nq I I Ih�i Li 1 "e PI -ql RIVETk 1- Min. I EXISTING ALt1a8a"NII UM PpTO TO OV53I GLASS . I1 ' s,s. eOXriWAi� q MAX, MAY. ArR_ 11 iI LENGTH PANELE1-_PANEL NGTH f CAU' u ffr- ^ a� --. 0-SEPARAn ('LESS. i j I I"'-SEPAN ^, I _1/\✓4'h20112" WETO TO OF 2` a 9t)x i 4"3-2w, 1 'UMBSCRtW 0 GLASS. I E , uAc % 4"a TAPCON ANCHOR lI ' 4 12" O.C. 1/4 a TAPCON:. ANCHOR O 12` 17.C. �����7(I511NO POURED I llllj t.I 2"xd" W000 DATE tANCRETE OR I REQURED - WALL MOUNTING CONCRETE BLOCK REOURED W LL lA UNTING ACTION EZi SCALE 3/8-1" AMM&M EZ1W SCALE 3/8-1" aµpulHnlNglyh ^�+vEN,E. =s HIMM. * T, INSTALLATION TINE ONLY VAUD FOR MAX. AS.D, DESIGN PRESSURE RATING •H/- 40,0 p.a.f. AND 8`-0" MAX MIN. PANEL (LENGTH SOU- $E 2'^6" s I -..k� "10 •. FLORIDA BUILDING CODE Non High Velocity Hurricane 0. 441 - aam TUTM O. INC. 24 GAGE GALVANIZED STEEL STORM PANEL •* ''A" ,•.,,, wrrr GiG BAL ��G TECTION P � STATE 0 - -"�`'� 14NfI. Zone) r,r. DRAIN w w/mao PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �,t` F FLORt� 7 TktIT • 4mwAMY +abo s.wF 8, sNKxT - '" "'' :R. �"'0°' w>".. mAOE.c 1 }11°r ' n' 33314 , • G 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC / DENSITY OF 0.55 OR EQUAL. i / t�� • • Aare . am1 R1-f6Y . h : D�f Qf1-,ifi FstaNE: I95ti8�-T3 £!Sti9�-0T9T rNrn111L{ Pia91C ee: [U4EflAtE w%Tt34 w R ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ' TOP MOUNT {CONN TYPE AS REQ" q) 0 Aga aw BOTTOM MOUNT (CON N TYPE AS REQ'D) r TYPIG VER N.T.S AL 1 TOP MOUNT (COIN TYP _ ta5 REQ'D) ,m _ tP D U 2 STITCH HEREID NED SPAN( USE W TABLE) Ln a AN ABOVE N UC O Eg LCCP. 0T[OLOCA N MAY VARY Jq�¢� �{ �.a'mi, TOP MOUNT w (CQNN TrPE A5 REQ'b) BOTTOM MOUNT (CONN TYPE AS-REQ'0) IS BELOW OBSTRUCTION) PANELS MAY BE NOTCHED A5 REQUIRE`,. OPTIONAL-K'-20 STITCH PROVI DEC THAT CONNECTIONS AND BOLTS WITHWASHERED ANCHORS ARE USED WHICH SATISFY' VANGNUTS FASTENED @ SPANS ABOVE & BELOWOBSTRUCTION, OVERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N ,S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS (HVHZ, WIND ZONE 4 & ESSENTIAL FACILITIES MAXIMUM.._. DESIGN ' ALLOWABLE PR � RE i SPAN R-) INSTALLATIONS LESS THAN V' ABOVE' GRADE INSTALLATIONS GREATER THAN 30' ABOVE GRADE 30 1 t T3p.0 in 606 in 2161 (35 � 130.0In 6 DB I _ 216 _ ./'•O -( 13p.DLn _- -�6,061..16In y �1 f 4a t 13ODin 606 in 2I61n NSD ! 1300 in - SA E In_ _ - °-. 106.61n _ 6.0a in .__216In ./-60 83.2 in 6.091n 2.53 In ./ 65 54.8 in 6.11 In 2.721n / aD 36A Rn 6.I�21n 2.50 1-o-- *f-72 27.0 In fi:i3 N, 2..9 1'AIV UUL I Cb• > SL.t•iC t MV 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD &'CANIL FA SPACING T DETERMINE MAXIMUM ALLOWABLE STORM FA N SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH H POSITIVE LOADS LESS THAN OR EQUALTO NEGATIVE SESIGN LQADS. 2. 'PANEL FASTENERS ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS (,r-TRACK, smDDED ANGLE, ETC.j, USE 6.25 Q.C. PANEL FASTENER SEALING TABLE VALUES FOR ALL'H"- AND "U"-HEADERS (INCLUDING BUILD OUT CONDITIONS): 3. L1NEtR FNTFRMBLAT[QM BETWEEN LOADS t5 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: l 1. ENTEt AN SCHEDULE WITH POSITIVE DESIGN TO DETERMINE 6P LOAD MINIMUM SEPARATION THE OPENING B PROTECTED, I ALLOWABLE 5EP SiOPN FROM E Tt? E OTECT QU E 2, SCHEOULEIS RE IRED FORU WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS US ACCEPTABLE, OTHERWISE USE NEXT HIGHERSOTTOi LOAD, 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIREM HWIIXBENNARDO PE PEM ICI 19 CA §88, MAXIMUM ALLOWABLE DESIGN PRESSURES: '�z Dat virT.a ��-a- �, AS NOTED IN DESIGN SCHEDULES DESIGN NOTES: � POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPpARATE ENGWEERING IN ACCORD NCE WITH TFI'c GOVERNING CODE PRES5URP REQUIREMENTS AS iO DETERMINED IN ACCORDANCE WI H ASCE 7 ANO CHAP TER I• t 1n n� _ 1609 OFTHE FLORI DA BUILDING CODE SHALL BE LEGS THAN 3.7 OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY A5 SHOWN. z4� m e. GENERAL NOTES: IN m .5.5 8 I. ECIFIC ON HAa. E ESIGN ANDS. XLL E FABRICA'TE`IN THL P hiT BENS ED H s THE OF THE ILDING CODE ACCORDANCE WITHION DE W °1 w sREQUIR E NSI DE AND UM OF ( TAB2 202 AND 203 TEST ROTOCOL4. CONTRACTOR SHALL INVESTIGATE THE HVHZ, PER I 2 N033-SJ3".'° INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM 3 THE ARCHITKTjENGINEER OF RECORD FOR THE PROJECT Lo SVP@RSTRUUTll RE tiJI,, WHICH THIS DESIG�TN ]S VIED SHALL BE RESPOFlSIBLE FOR THE IIITEGRITY OF ALLSUPPORTING SURFACES TO THIS. DESIG11 VdH1CN. SHALL aE COORDINATED BYTHE PER'Q,,'',%, TRACTOR, 4. FAR, NE• PEC[FIC ALEO ENGIf EERIFLG SHALL 9E RE U1RED It1 Z ORDERTO DEVIATE FROM LOAD&r DEFLECTIONS, OR WANG CONTAINED H EIYEIH, CONTACTTNIB ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MAY BE REQUIRED -1 I� 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOSS NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, FOR SITE CONDITIONS DIFFEREIXT MOM LU LL N ,R THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN m LONIUIXCTIOFI }•lrrH THIS DOCUMENT. O IGN PRES5U ES NOTED HEREIN ARE BASED ON MAXIMUM TEST D 6. E5 R .5 E RESSVRES DlYSD608YA 3,5-SAFETY-FACTOR,,^ _ UT O A 7 ALL BE '/.'@'] OR GREATER SAEGRAD@ S UFILESS NOTED E, FUU ENJR2 OTHERWISE, RESISTANT WITH ALAN D SMALL IATED OWI THE PECIF '� r'' FISE ORRO35IINU -RESISTANT MAT R aYTHEACOMPLY FOR ALUMINUM STRUCTURES" SECTION 1.3 BY THE ALUMINUM ASSOCIATIONS ASSOCIATION Q e .3 INC, & ANY APPLICABLE FEDERAL, STATE, R LOCAL CODES. V B ALL STORM STEEL •. v H STEEL CO BE S SFAU CONFORM T 51 ST 9 STORM PA RELS SHPILCIXJFDRM TO RSTH A6335TRUCTURAL URLITY STEEL G COATING WITH A MINIMUM Kai, Ci W Q 30 ALL ALU MINUM E%TRUSLOHaa HALL 9E 606}T6 ALUMINUM ALLOY ALUMINUM ALUMINUM �i UNtE55 NOT¢O OTHERWI5E NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACUREKS RECOMMENDATIONS. 13 THE CQNTRACTOK15 RESPONSIBLETO INSULATE OR PROTECTALL MEMBERSFROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS 14 ENGINES SEAL AFFIXE HE E D VALIDATES STRVCTIIRALD IGrC AS R D T A 1. 6HOYVPo ONLY USE OF THIS SRECLn SPECIFICATION BY CONTRACTOR, t ( R K I.'DEMNIFI CSAV ARMLESS THIS ENGINEER, OR ALL COST E IAL J ES IS H ] I ER F DAMAGES IABRICANION'SY FEES8ECTION,A COFEENSTRUCTION PRACTICES FROM MATERIAL FABRICATION' SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT DEVIAIS CALLED FOR HY LOCAL, STATE, &FEDERAL CARES N FROM DEVIATIONS OF THIS PLAN. 1S, EXCEPT AS EXPRESSLY RAFFIRMATIONS S AREHEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED RMRKI A OTERATIOTe ADDITIONS.DA OTHER MARIQNGSTOTXIS DOCUMHTT ARE HOT PERMITTED E P RMANI04TE THIS CID WITCA MIN. 17 VERYPANELS. SHALL BE PERMANENTLY LABELED WTn1 A MINIMUM. (1) LABEL PER EVERY FEET CONTAINING THE FOLL0IYING INFORMATION: JRIOA PRODUCT APPROVAL NUMBER 20-31 VISIT ECALC.10/31643 $f� F1, ft' N[ I T - i f� MBR avENEBRNaEXPRELB rA W6TOPF . }'1 FaKM YnonaLPLaNe ka•PFTas neBovtcEs - C'LIII MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT `Y - Hands, D" 0' a^ a 3" 24" W 2Y ZC 01 24- 23' 2a' Iiutldrxe'U" Meador D. D° C' 2r 24" W W 24" Cr 2-r 23' W 208%r Hesd.r a" 0' 0" W 2 e 26" 22` 24` m 24" 2T 2a' � 2x5d 9tlul 23" 23" 23' 11' SO' 31" 11' 30' 23" 30" i/' 33" e iN4 A "F Tmak 2a" 24" W 30" " W 2ff 48' 24" 4r 30' Sr ' T 2E' 2 s" 25" 3 f" 50" 62". 90" 50' 31" S5 i OF aWa 8 M 22" 22" Zr 1 t" 2a' 30' t Y Zr2"1 f' 37" Dked MOW 24" 24" 24' 3V Ali- E0" 2a' 4T 24" 48° W sr F- "U" ifastlrr 0" !T 0" 23" 24" 2S 24' O' 241 2T 28' •F Tra>* 24" W 2-1 3f7' 4' 60' _Zr 281 24" 48" 30' 53" SWtl Ar411ta Xr 31" 11" 30` 23" 30" /1" Mr. Teaak 33' 65' 31" 53' 28" 53` 33` 58" L,NiamaNa AT TaP OR 80"BTDM.. PANEL LENGM3 LFa5 MATT TkaBE N01EDLN. PA%E A9OVE L,p.E,�r" c In AL"GEPTAaLE. .. Na 5EP n0N rROH 6t658 I6 R 1REp V!h&iPwXE1. tL XGfet iS GREATER THAN TRAY NOTEa POR AAA RE5'P9M O ISU IS RI MFO, A ABOVE Ct1Pffii 3. SitIE CI.O6U SATs CLOSURES ARE a"OuNEP FOR ALL BUINs MDIAaTa IN TABLE"mo MIU [-LASS arWt BE PER DETAIL Y, 45En 41XILDOUTH GLASS 22 CAX9m XEB 5EFAINTIaN oR i DNFR a 1.11 , O s. fl_ gx (WnH WiTFCt R STITCH BDLi51 AND-S4gl PA�iS. E BOTH WITH PFfift on' No z r0.5T&XER68, 1:,3'Ok n.z AG 5, PANELS MAY SPAN 3fi-MtMliiun USLNG ONE i dFTFF OHOOI0P aR QDSURES I cR ff 0 Q kA.I ffPFUNG PER. aETAiL'k' VSLNGANY HOVNI'ING IRON SHOWN tN'n1F5E.aMWINEb. A � 1yGCC1 in p(H5 ar ?z _n m lna�i° � ffi g Fn d .. a R RtOMO)NINIEINSTRLLED TERIOR AG= }, W S PANLl g s' 6H R. SO,,0A J TIAiPiT�SCAEW TMAU MOLE WY FHN %WASMEBBD 01 WtNCd1aT aN INSIDE FACE M L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. ExrRUSION ro .MCTENT P1416 } EatTOM T1dfNT fc,om TYPE AS Moor EMBEa. COIN TiPE A5 RE tr (LNSUP,E A1i<ka0.5 AT EXIsnNG conalEre- tri 9PAanGOF nMF THE FLaiL$W warx00. VALUE GFwN,H P"ill10R W800 FBAMnIG SPAr.1NG TAB4E, @ EPCk PRNE1 aauT.aI TD EGRE.65 PANElJ OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 4 rRnvKDwnrvmo rL PEr+P% 14 DAF iaai 2.99fT" 2:250" ND o.as4" 0•1", f f (T .129" C 4 c N In 0;125 0$ IE GA p 0.094" .094' "�°' { ,.p 12D" TYP TYP .. S I- }� 062" TI ' .044" 1.930" 1-.430" `N0:062" 0.375"] �l r11.125" I•i,r' f0 , 0062 .062" I 0.062" � TYP. �.DDb° n .25U -I 2.000" i- +� 2,000" (^ --I V' HE - �..i21" aUN.D--OUT V' HEADER 4� V J--PAN CLGSURE n� 1 4¢ 3.380" MAX ,31 0.313" N L3 a7 W I I I 1.$L 10" PAN L COVEW S1b10 0.36$" D i76" 0 4 0.3 90 -II 6655 0.14 °�•� Db 5$" _' l'_ 0:655" CI.35D" t.D07" �. 12.SDD" PANEL COVERAGE � 0:174" � 01 190 0 584" G 025b" W 0, 445 p E D" ID 14.675" PANEL L NGTH uA, .19 O LCO r P DIRECTInH G -{r 1 7 D:2 " NAY BE D:065° D:71D" 0.305" _ f �pTYP. 0,090" -... Pnrn D�z1s° zts' Ro.1ss TYP. TYP. 0.700" - P. 0090" 0.957" r�l_RN�LO�--OJT 'PTRAdf � p TR�CX •F' T i wASHEREO YAHpAIi an%�.* HER ' t a ooe "MIN. Vr iE j 0.190".IH-I I 1 O.6S5" "$ W 777 LEG LL, -Elul jI•�3.th)D"�D.125' �.��$ED � r`. 8f O a*1 "F`-ANGLE - 1RAY7( lIX1EN0ED3 n 'd I!f 1 OOp" IL I' A itP IF ;. Irnl:nl OVERLAP D r­r[ 4"MAX. /\:EARNER CLOSURE DETAIL h.25" MAX. V It c MAX. tiY3•:"' .Fn,.i _ -rra - rT rlr.Tr ccW -ea r.• r P BUILD -OUT T Tl rrr S W d �� Vr AI M I O41Nr NrIAlI DISTANCE } Q ,. rl_e ,...rr..r• EMBED P.,.s[IFI�F ,.0 ne G-EF�`.A`yr o ' 1.000' ii C­rH. a Aa==,`.,_.. SFr . � a OVERLAP 3,92D" I. 3. MAX. '1 8 d s rlu. MAIN (ll H LlI1Rr Nr A 6m s 2 "MAX'. w.w 5 qq ` I. S �`1.90DP G �" •ALHF. ,.. VT. MIN. e 1s DD" E: viL q6 a WITHER O-DSUriEPETAiI EMBED `_F c9LE,rw M>'.• rrvTYA- al �.,,., �fi�fi /\IMPRDUNTGLOSURE DETAIL rY,FrAIFn ^-R ^rf, .pp,,� �'S 1619. B1.@QIE � 1 P 00nWEMPWNENIUR"aK 20-31543 PAM PBREIdi ' _ u it ANCHOR SPACING SCHEDULE: 24 GA UGE PANELS;: PANEL FASTENERS O L2.S" D.C. MiNINHIMEMEMN e. _.{ - ®per' ® 'moa�ww ®IS.LL'lLTJl1'8•!•®13�®11'dy®LLIIlSS'JII� a®af�x ryff° - � ® EMMWMM' MMMN BEM EE®g q.��Id��P®al.Fl•6�'l�®®® }�I��C® Fs ® � / ./� or//%i/1//% �/% > ,, iIRENE 9 ... 9... 1•fTG1AMNF MENNOMENNOW Im t�RT13 F m !///////.o���i/i ®1� ANCHOR NOTES: L ANCHOR SCHEDULE RPPLLES TO U PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES R MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2. ENTERANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING THE EXISTING STRUCTURE :6 E DI LOAD THAN ORE UALTO NEGATIVE bE51GN MATERIAL, ,& ANCHOR TYPE, SELECT ES GN Q ON SHUTTER AND SE C SPAN GREATER THAN ORE UAL TO.SN TITER SPAN;SELECT LOAD IO T R LE 7 Q U CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION [SEE MOUNTING. DETAILS ON S EET 2 O iDENT]F1CAiION OF ECTION TYPE . H F R LbNN ) 3. - "PANEL FASTENS C. ARE STUDS USED iN NW UNCTION WITH ALL MOUNTING EXTRUSLOPIS E R "F" TRACK STUb`ED ANGLE, NGLE ETC ) . USE 6 25° O.C. PANEL FASTNE SPACING TABLE VALUES FOR ALL °Fi"- AND °U" HEADERB (INCLUDING OUILDOUT CONDITIONS). 4 ANCHORS SHALL BE aNSTALLEQ IN Ai7CDRDANCE WITH MANUFACTURERS' RECOMMENDATIONS, S HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C9D BLOCK 6, TINS UM E E ME T SHALL BE A5 NOTED INANCHflR SCHEDULE. M M MB D N 7. MINIMUM EMBEDMENT AND EDGE OISTA NCE EXCLUDES STVCf?D, FOAM, BRICK, ANb ETHER Y,'lALL FINISHES. V1ALL FINISHES SHALL 0E L,IMREO TD 1/4" MAX OR SHALLeE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 9. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 4 W STRUCTURE I MING EXISTING CONDE70NS MAY VARY, FIELD HERE EXISTING T REIN S WOOD ERA I WOOD FRAMING MEMBERS, NOT LYWOOD'. FASTENING TO PLY THAT FASTENERS ARE ONLY FOR SIDE L FE P I ER O P QU , TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES A ON O F OW ACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN LD. WHERE ANCHORS FASTEN TO NARK F NG. ENTER. NOMINAL 4' MIN WOOD STUD " EDGE DISTANCE ' IS ACCEPTABLE FOR WOOD C OF N A X FRAMING), WOOD STUD SHALL BE "SOUTHERN PINE" G=p 55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11. REMOVABLE BLE ANCHORS ARE DEWALT PANELMATE ALL -POINTS: SOLID -SET & BRASS BUSHING, 12. MACHINE SC0.EVl5 SHALL HAVE 1/2" MINIMUM ENGAGEMENTOFTHREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCW DES STUCCO OR OTHER WALL FINISHES. 14, ® DESIGNATES ANCHOR CONDITIONS WWHICH ARE NOT ACCEPTABLE USES, 15 DIRECT MOUNTING CDNOITIDryS. 16 LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON "_ SHEET, 01 N c- C/) O �--e U (3)0 Q 0 0 C Co Z3 0- Co O O i O C O W O LL co Cn -0 A) W E L_ O Q� L� ^ 1^i _c- co -0 .= / /�� v J Q Z Z W J 4 M •I SHEET N0. SH 1.5 A'P 4 BP,H70� I-Wcnnoxr l{un.es Ab6o-t� UOfC- t-I