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6898-6924 Ripple Pond Lp
2,/14/24, 12:48 PM Mail - Jackie Boges - Outlook I would like to obtain a copy of the bui!_;ng and site plans submitted for review and approval for the properties located at Ripple Pond Loop. Please let me know if you need additional information from me regarding this request. Sincerely, Anita Schmaltz I (she/her/hers) Senior Associate Director of Enforcement 1331 Pennsylvania Avenue, NW Suite 650 Washington, DC 20004 t: (202) 898-1661 f: (202) 371-9744 nationalfairhousing.org MISSION: The National Fair Housing Alliance leads the fair housing movement. NFHA works to eliminate housing discrimination and ensure equitable housing opportunities for all people and communities through its education and outreach, member services, public policy, advocacy, housing and community development, tech equity, enforcement, and consulting and compliance programs. CONFIDENTIALITY NOTICE: This electronic communication, and all information herein, including files attached hereto, is private and is the property of the National Fair Housing Alliance. This communication is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are hereby notified that any disclosure of, dissemination of, distribution of, copying of, or taking any action in reliance upon this communication is strictly prohibited. If you have received this communication in error, please immediately call 202-898-1661 AND DESTROY THE ORIGINAL AND ALL COPIES OF THIS COMMUNICATION. Bldg Dept Generic ID for BLDG Dept. E-mails. City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 Disclaimer: Fla. Stat. 668.6076 "Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing." iiitps:ilcutlook.office.com/mailincnelid/hAMkADYxMTUwMzNILTRi,NjYtNDAwYSi iMzQyLVUMSMjRmNWZjMjhlMABGAAAAAABwEOH 1 im(15T4%2FQ. . . 2/2 AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orAH.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLIK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass(door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or CIg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. DryerVent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev, Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir, Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FIRT Front FT or Ft. Footif Feet FTG or Ftg. Footing FXD GIL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr, Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum Mc Medicine Cabinet MFR or Mfr, Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MIL or M.L. Microlarn MONO or Mono Monolithic MVV or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale CIE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PIED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PILT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PIN or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWIR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y,P. Southern Yellow Pine TB Towel Bar TEMP or Temp, Tempered TH IKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V. L. Versalarn VTR or VTE Vent through Roof / Exterior Worw Washer W/ or w/ With WA or W.A. Wedge Anchor WC or WIC or W. C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I. C. Walk-in Closet WIM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener VWVF Welded Wre Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 01/21/11 1.0 NEW CONFIGURATION 08/22/11 1.1 REV 1501 KITCHEN REV. 0623.22 09/14/11 2.1 VALUE ENGINEERING REVIEW 01/19/12 3.1 SHAFTLINER DETAILS 03/16/12 4.1 BUILDING CODE UPDATE 12/19/20 5.1 FBC 2020 CODE UPDATE 02/18/22 5.2 NEW PLAN NUMBERS PER C.M n I a 10 1 _w-- 101MI INININ inialn1w, a's WIWI 110101011 J[Folln fo 11 E I 0 W- it" 0:01 111111,0111110 011 �Iln FEN :E1�'0nvI0m1-,10n 110 Emmons on 0-0-0- IIIIIIIIIIN I WK EMS 6 — UNIT TOWNHOMES_ r-- A-s Ivil INDEX OF DRAWINGS I SHEET DESCRIPTION I SHEET No. 1 1 COVER SHEET 2 UNIT 1397 FLOOR PLAN 3 UNIT 1500 FLOOR PLAN 4 BUILDING PLAN (Left) 5 BUILDING PLAN (R�hj)___ 6 EXTERIOR ELEVATIONS 7 UNIT 1397 ELECTRICAL PLAN 8 UNIT 1500 ELECTRICAL PLAN 9 FOUNDATION PLAN 10 ROOF FRAMING PLAN 10.1 ROOF PLAN Ll LINTEL PLAN & DETAILS FP-1 FIRE PROTECTION DETAIL SN SN1 STRUCTURAL NOTES DETAILS S3 MONO DETAILS S4 DETAILS S5 DETAILS Ss RETROFIT DETAILS FRAMING WP I WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA-1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I 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 informabon 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 EOR 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 EOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C= C Q M 15, ON 0"2 UM CIO < C .7 F 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. W E 8 CON C� - 800 Voi 'g. r-0 '0Z _ N 0 ui� L, U. Lu a. —J Z a. 103 i ca W 0 'A 31: W CD IM Lu IL Z 00 CZ < a, 0 0 < Q Z U 0 W 0 El Alps% 2!: g 4—, U-1 * D 0 LIJ V) r- V) Z3 i— U) LLJ E C) CD < 0 Q0 C13 __J cd- E 0 E 0 Z9 < L) CU 0 00 0 C3 E C14 < Z Z C: 0 Z Z ZC: Cu Cn 0 CIL >, —00 C� C 2 cc 0) cc > 0 0 LO -0 2 r C C:) 01) CIO 0 < ILO 1--, Cr Cy') 50 U5 coo 10- CL C:) < 4-J E -6-0 00 0 C'4 C\1 a) 00 C14 Lr) -0 to b C.0 CD 4 < CY) N C\1 M U-) c.6 E cc E CO 0 Z Z Z E C: M E 0 0 -0 M 0 -J < 0 0 -J JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. (2) 25 SH EGRESS OWNER'S SUITE 9'-4" FLAT CLG. CARPET 3 NOTE: FIN. WALLS TO BE FLUSH FIELD '-1 VERIFY 12'-114' 'et 7'-0" 5'-114 2868 2868 AM 0. BATH 9'-4" FLAT CLG. TILE 2" 2'-9" TI KITCHEN - z( K2 INTERIOR UNITS S LO WIC I -4" FLAT CLG I CARPET IN I I I 3 LANAI 9'-4" CLG. AFF CONCRETE 8080 S.G.D. O LIVING ROOM 9'-4" FLAT CLG. CARPET 13'-04" DINING 9'4' FLAT CLG. CARPET 3 CV in co _ I O--- - - - -- - - t ">/ O II O FLEX I - REINFORCE WALL ROOM- @36"AF.F. rn cV FOR POSSIBLE o 9'-4" FLAT CLG. T oo I I r-- K2 o w i - q WIRE SHELF cRABBARPER CARPET i i ih i I� D/W r Z FLEX ROOM SHOWER ADAREo. ,: 1 KITCHE ° - REINFORCE WALL@ i i i L_ J 17" TO 19" A.F.F. 0 0 0 ® o 0 0 0 ® FOR POSSIBLE WALL HUNG 5,_6„ 4'_g]4�� I I 9'-4" FLAT CLG. I -� BENCH SEAT w/ STUD G TILE REF I -- WASHER DRYER PERADAREO. _ SIM. W/ SYP 1 G � 3 00 @ 1 " Q C S3 (OPTIONAL) ioPrloNALI - STUDS @ 12' S3 5'-04" 10L. 3'-4" 5'-0" 2'- " O.C. - Cl S4 D o 5-SH - 0 2068 BF�682x6 BACKING CS3 N N 5-SH H4 `r' __ 2868 - ---- ---- LAUNDRY MB2 ADA REQUIREMENTS- - 2868 H 2868 00 BATH O o -_ (3) 2x4 #2 SPF w/ LT OB LAUN. r HANSON BOX BATH 2 j w/ 3/4" ANCHOR BOL & 9'-4" FLAT CLG. in @ 36" A.F.F. 9'-4" FLAT CLG. (10) 16d NAILS TILE I DRYER VENT TILE © DBL. �� THRU ROOF R&S L? 26686 ------- N 2868 SC 2868 2668 _ BUILDER TO BF EDGE OF SLAB 2" PROVIDE BEYOND WALL' -' W.H. APPLIANCE 5' 6" 4-9a 5-Oa 10'-8"I\ /I O PROTECTION WHEN REQUIRE �° 1 `d U I 2868 I X1- PER FBC U I N -- J- NOTE: FIN. WALLS FOYER TO BE FLUSH FIELD 9'-4" FLAT CLG. N VERIFY TILE TEMP BIPASS b == SHOWER BEDROOM 2 i 3068 G.T. N ENCLOSURE - - - ON CURB ' " - 9'-4" FLAT CLG. - - - CARPET _ 1 ENTRY 10 ----- 9'��� CLG. A.F.F. -_ w _ CONCRETE 1 -CAR GARA E EGRESS ------- -- 9'4'FLAT CLG. AFF CONCRETE (2)25SH - r----------- ---� I G.T. I 00 O 10 2'4" 9'-01, 4 0I I - INTERIOR HOMES19 SHOWER OPTION BATH 2 °° K fi S4 - o I G G I -- y_ 8070 GARAGE DOOR �. 11'.4" 4'-O" 1'-10" 8'-01,1. 154" 11'4' HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 183X25i S.H. 13 20X38J 18�X3711 S.H. 14 20X50J 18JX50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 i S.H. 1114 27JX50J 26x50 S.H. 1H5 274X63 26X621/2 S.H, 1H6 274X72 26X711/2 S.H. 22 37 a X 26 36 z X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 a X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 a X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 z X 25 Z S.H. 33 54 X 38 8 52 J X 37 J S.H. 34 54 X 5011 52 J X 50 S.H. 35 54 X 63 52 4 X 62 7 S.H. 36 54 X 72 52 4 X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UNIT 1397 - FLOOR PLAN SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" A +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.61-33.5 SEE SN SHEET �H 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 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. 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. WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL E7777777711 V-0" TOP OF MASONRY WALL 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 LIVING AREA 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. c�v a >UJ o °c 3 s OWNS c�J NSE ( .�0 • P4 \ ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor ds Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E o m 8 (� ® 0 4 No m •� 00 M rW N cnn� \ Z C -J W W J lL LJ- a4 ct z _ w p o 0 @ N W��O_jO' m w N O Q F Viz. V N U 0 O ZCIL W ❑❑ M � VCD z N M o g z z o E3 U LL 4-1 cn w � U 0 u.J S y �V) V)- U) C) W J r V p 0 Q � o N CA c coco w co 00 Z Q J LL_ � E E z z o wz � > N ❑a F- Co CIL o 0 OU 0 o a is N a< az wo ¢o °a wz Xw B C - y m� 0 � QW� wm d o§ Z Z ao Q 3 �z 3 o `, >° a V za o3 ,o 2 121) co ` 0cc m O r •/� J � co L M a � �"_ `_-� Cr M 00 -�° a O �--+ 00 04 LL0 c(D O O r Q r N CDd M Ln CO t Lp N T o M � M z z E fL E O U _ Q 0 -J JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. 2 ,44 T-T' T-T' 6-10" WIRE SHELF WASHER DRYER (OPTIONAL) (OPTIONAL) 6- 1 A( L LAUNDRY 3f T-2" '---TEMP BIPASS SHOW ENCLOSURE ON CUF EXTERIOR HOMES SHOWER OPTION BATH 2 T-9" 2'-6" 11-91, KITCHEN - EXTERIOR UNITS REINFORCE WALL @36'A,F,F. FOR POSSIBLE GRAB BAR PER KITCHEN SHOWER ADA REO. REINFORCE WALL @ 17" TO 19" A.F.F. FOR POSSIBLE WALL HUNG BENCH SEAT PER ADA REQ M BACKING MB2 ADA REQUIREMENTS - BATH co 0) Rt EGRESS L NAI 9'-4" CLG. AFF CO CRETE OWNER'S Z-O" SUITE 8080 3.G.D. in 9'-4" FLAT CILG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY C� F- 12--1 11' 4 2868 6-11" T-O" 4 LI�ING (D U? ROOM 9'-4" �ILAT CILG. HARPET 0. BATH 9'-4" FLAT C0 CILG. TILE 05 1 7 Ir WIC T-4" FLAT C CARPET CD (-A ,V-8" 1 64"// 2'-51' 1 T-6" 4 4- 60"x36" HW � AN IL U- - - TA.F.F. R&S T-6" ' 5-SH 306 FOYER Zr� TR 9'-4" FLAT CLG. TILE 1 9. 9-4- A�- REF 2068 BF co 9'-5'*' co Lu <1 KITCHEN 9'-4" FLAT CLG. �A I STUDS TILE Cd 12" O.C. -42" HIGH D KNEEWALL SINKw/ r-G-,� -- S3 9 S3 I rh D/W 11 1 7 1-0 5-SH 'ILE/SH AER 668 Bill '0 7'A.F - - - - - - Z-843" 61-0" '4' 4'-0" oil _ 1 �', CRYLI t$A IN z B 9'-4" FLAT CLG. TILE 3068 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN 0 REQUIRED PER FBC r 4'-0" -22vX36"`i' ATTIC r L HKIIIIIII 1 -CAR GARAGE 9'-4" FLAT CILG. AFF CONCRETE EDGE OF SLAB 2" BEYOND WALL r- - - - - - - - - - - - - - - - -- I K I S4 7 rol CREI "10 rA DINING 9'-4 FLAT CILG. �(,,'ARPET I 9,-111. L0 4 C\I Q S4 1 7'-0" (3) 2x4 #2 SPF w/ L TS20B w/ 3/4" ANCHOR B DLT & LT& (110) 16d NAILS ilt = '-�(n U') FLEX ROOM U) 9'-4" FLAT CILG. Lu M M U) CARPET 0 LIJ U') C11J A HANSON BOX - - @ 36" A. F. F. '\_S3 7 DB c? 2668 BF cf) R&S U Lu U) - - - i 0 06, I C), 3: "r a Ir 4 2668 2868 DRYER VENT THRU ROOF G.T. BEDROOM 2 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY (2) C? 10 I HF=AnF=PRr.HF=r)H1 F I MARK HEADER SIZE REMARKS (2) - 2XIS #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" IFILITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FILITCH PLATE (2) - 2X1 2 #2 SYP W1 1/2" FLITCH PLATE <@>(2) - 1 3/4" X 11 1/4 ILVIL 2.OE Fb=2950 <�>(2) - 13/4" X 9 1/4" LVIL 2.01E Fb=2950 OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26*6 -29.1 +26.6 / -33.5 SEE SIN SHEET 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 1 +29.7 / -39.7 (2) - 13/4" X 16" ILVIL 2.01E Fb=2950 General Notes (2) - 13/4" X 7 114" R302.5 Dwelling/Garage Open ing/Penetration Protection ILVIL 2.01E Fb=2950 Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R302.5.1 through R302.5.3. RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required R302.5.1 Opening Protection VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND the garage and residence shall be equipped with solid wood doors REQUIRED STUDS not less than 1-3/8" in thickness, solid or honeycomb -core steel WINDOW SCHEDULE doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration R.O. CMU R.O. FRAME Ducts in the garage and ducts penetrating the walls or ceilings SIZE (Flange) (Fin) TYPE separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 12 20 X 26 184X25i S.H. nonmetallic class 0 or classl duct board, or other approved 13 20X38J 18 4 X 37 J S.H. material and shall not have openings into the garage. 14 20X5OJ 184X50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 X 63 184X624 S.H. shall be protected as required by section R302.1 1, Item 4. 16 20 X 72 184X714 S.H, R302.6 Dwelling/Garage Fire Separation, 1H2 27 1/4 X 26 26X25J S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 11-13 27 1/4 X 381 8 26 x 37 S.H. Attachment of gypsum board shall comply with Tab;e R702.3,5. The wall separation provisions of Table R302.6 shall not apply to 1114 27JX50i 26 x 50 S.H. garage walls that are perpendicular to the adjacent dwelling unit IH5 2714 X 63 26 X 62 1/2 S.H. wall: * From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or -0 IH6 274X72 26 X 71 1/2 S.H. equivalent applied to garage side. 22 37 3 X26 4 36 J X 25 1/2 S.H. * From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. 23 37 X 38 J 36 J X 37 3/4 S.H. * Structure(s) Supporting Floor/Ceiling Assemblies - Not Less 42 than 1/2" Gyp. Bd. or equivalent. 24 37JX50J 36 J X 50 S.H. * Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied 25 37JX63 36JX62 112 S.H. to the interior side of exterior walls that are within this area. 26 37 24 X 72 36 12 X 71 1/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 731WIDE S.H. 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 (11829 mm) above the finished grade or 32 54 X 26 52 1 X 25 1 2 2 S.H. other surface below on the exterior of the building, the operable 33 54 X 38 J 52 4 X 37 J S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 50 J 52 J X 50 S.H. mm) sphere to pass through the opening where the opening is In its largest opened position. 2. Operable windows that are provided 0 35 54 X 63 524X624 S.H. with window fall prevention devices that comply with ASTM F2090. -1 0 r- �i b :� 36 54 X 72 524X714 S.H. 3. Operable windows that are provided with window opening 0 control devices that comply with Section R312.2.2. 1-. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier 'T C) 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. WALL LEGEND 19'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 1 V-0" TOP OF MASONRY WALL co 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 LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 S.F, 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 EXT FRAME 2 x 6 R- 19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-1 1/R-13 KRAFT FACED UNIT 1500 FLOOR PLAN_ (GARAGE / LIVING) I G.C. TO COORDINATE PLUMBING TO AVOID SCALE: Y4"=V-0" CONFLICT WITH STRUCTURAL WD. COL. C Cn SE CP 0: V) CL 0 S Zee. VAI E % CN .0 < 4o 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 beadng Engineers signature and seal, W U) E 0 CD co 0, C� C 0 C20 0 s C �R N C3 M LL. u- CUL, z i C z C? W W Z LL M 0 0 0 (n W - ci 19 Ul 04 < 3 L0 Z F, C', r- z < Ei� 0 < Q W El 0 (0 -2 G 0 ) V) L.0 V) :D 'Or. LU �Ju E 8 OM �z Z z< LL- c6 E C� 0 E < CU CL - E C-:, M 0 o < � < z 00 0 z 0 2 U) U) < <z P 0. M 0 0� Z, �E z < I 0. ZO W z 18 0 1< L 04 LO > CL 0 0 M (D cy-) LO r 0*) C 0 < M 60 Cr 0 (1) Cy') < -T- 0 00 0) C\I 04 LO 00 C\l CD 5 < Cf) 4 CN C\J L0 c.6 4i 4� (6 (M C%4 E M 0 z Ca CL E E 0 0 -J 'a < Cc a) -J JIOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. 3 I I I I -ur-r..Tni iv-I-F-- i , I F-- - - -- - --- - - - - - --- - I I 1 11 , h i TFi�Tl , 1, 11.11.1 1!�Llhd ML k. 1111 1 1� , 1, 1 1 J [-----F-- I FTT---7- IMIa1��ItK�PT� NIT 1500 NIT 1397 NIT 1397 SYMMETRICAL SYMMETRICAL BUILDING PLAN (Left) SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F, LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. o n a a.�. o Li C112 x y cn: c7 d V x C ? O_ b R tv tUCC s � c+ 1 '0 WN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tl) W E 0 co U N W N ® N # N N CD J M V N LL LU � LL S 5 a J Z13�a c O7 7a n L Vp _@ W L @ N 'M O W 05 Cj m w i - NCl) Q r IL N Z OU o60 W 1:1 El r� 1 Z N Cl) z N z o � to zC1Q) cD o LL Ln V W C � F V O w g uss ZD U "' r- 3 t = U o d) Q° W C:, W M a z E �0 O u QN EO Q Z Y t— CL O O Q 0 O O E O IANN g p Q z $ w z a� ro � C z y x� �m O 0, Zz >z J 1� - I � 0w oLL� go Q U �o a muzi �k a� �w �3 CDwF co 'O C 0zl�¢ 0 �N 0 .i > to Cf) co 0 m o 0 > c� r- T L 6 � a M 60 T � m = �fl. 4J rr ♦J 0 N L r) a) C) Cfl .Q T N o r Lo �6 uS N (6 ,-- E E M y T Z z a CU E U Q E JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. 4 I111 ::I h 1 liTiRT1l0 ,Ahl i AIL: i i F TT-- 11 SYMMETRICAL COMP III II COMP SYMMETRICAL UNIT 1397 UNIT 1397 UNIT 150 BUILDING PLAN (Right SCALE: 3/16"=1'-0" r 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. O .r C LL C1 H f6 O �. m= CN :._ O lD Q N Y 32 W d a E = a 3 sv c ca l4 CD • •• `` J � 6 :N w of �-j� ►� C. �'••. F L. 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 o v N m ®SOD N n N � Ce) 4T u C '--i LL LL W Z (6 C Q 2 O y N tD Y � (6 � W rn °. in m w z LL0 N Z Q J N OU Z 0< 0 W ❑ `D M t� z N M � O z z � � J M N z -M .2 (-Do v +-J u, (— w m C m V O w S �N = U) (� r- cn U W J NWAk �'- - E t u� U y 0 ) ¢ N �� O C.0 CJ M a0 Z Q E 2 pNo Qry fl_ O ?® O N F- 20 >C {Uj OQ U U � 2z � O E N ao wa ao �� s_ � CY U m� O oLL z/)c C/5 J h O Q W F z az ;=3 o¢ W wLL'_ a 3-1 �z _� O � 2 a� O- U3 �N 0 >LO � o o > LID 0 M M O Q r D r 0- Cr M o. m a O T— r Q 4-+ f-0 C) 0) N Ln � CV +� Q r N N 0 rn M V.)(D Cfl � � N cc r- M zo z E �o a E ci -j Q o JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. 5 I IN T-FIT-F-IGI 1 1 I 1 - PLATE PLATE - - - - -EXTERIOR CJN PLASTER ON _ _ HDR HGT. - _ _ -FRAME - - iF 6"SCORED BAND FIN. FLR. 8"SCORED 12 6� GABLE VENT 4" SCORED V UNION ON TEXTURED 807. OVERHEAD DOOR 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP.) PLATE - ,___•._ _-�_-T __ PLATE DOOR HDR HGT. -- -- -- — --- ■ L 8080 S.G. C. 8080 S.G.D. TEXTURED CEMENTITIOUS FINISH ON G.M.U. (TYP.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S 12 6F-� El �e"SCORED I BAND 25SH r 25 SH � � 25 SF 3068 8" SCORED BAND SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS L 7.4" L FLASHING 'r FL4SHING — FLASHING — — — il FLASHING — — — CEMENTITIOUS FINISH ON C.M.U. (TYP.) 1 it in- IINIM11 ININ11MINI WFUTIN 3068 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068 SHINGLE ROOF INSTALLED PER MANUFACTURER'S M itt it —K 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP.) 12 6 MIN n FRONT ELEVATION - - - - - - - - - - - - - - - - - - --- 6"SCORED 6'SCORED .. BAND � BAND ----- ()25SH ----------(2)25 SH- --- --- ----- (2)25 SH -- (2)255H 8080 S.G.D. 8080 S.G.D. TEXTURED TEXTURED CEMENTITIOUS CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. (TYP) (TYP.) 12 ;�6 V�= I I I I . I . I I I . I I I I J_ PLATE PLATE HEIGH EXTERIOR PLASTER ON %FRAME-- _— — — — — — — — — — — — — — — — — — — HDR.F FF� 6" SCORED BAND 25 SH..__.I25SH ._. __.._ � _____- TEXTURED 8"SCORED CEMENTITIOUS BAND FINISH ON C.M.U. (TYP.) LEFT ELEVATION SCALE: 1/8" = 1'-0" 8" SC, BAND SCALE: 1/8" = V-0" 8070 OVERHEAD DOOR EEP EXTERIOR PLASTER ON FRAME J -- (2)256H ---- - - 8080S.G.D. 8060S.G.D. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION_ SCALE: 1/8" = 1'-0" FINISH ON C.M.U. (TYP.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS RIGHT ELEVATION_ f ---FT-i SCORED TEXTURED ELEMENT SCALE: 1 /4"=1'-0" SCORED TEXTURED ELEMENT FOR FRONT ENTRY DOORS Will CL Eiji I co CD 0 CL 000 04 5 SCALE: 1/2"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.Q. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2 long (3/4 -1 crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Fleshings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ca v cM.r fC dog ��t1ltiUllii llri�i ,. rU �O. • � �•mmm.Nm•m ZGFESStG�� � r/rylfPtilllil��\��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 4 a E 8 ss C�W C J LL J LL � d W _ — d Y Z f9 C - La L @ O o 2 W N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 150A/200A INDOOR PANEL CENTER #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC -150=210 200=4/0 in 2" Conduit CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors, 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wP 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 6. 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN , EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) ko PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) f� TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN C`�� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CbNtROL. COMP. DISC. WP GFI VERIFY METER LOCATION WITH BUILDER � I � 1 I 2° I 1 I 14 �AV VO ; 3„ 31t I 2" I uVC 52" art � 2 "I 2'' e0NS0 3„ I VTR k N � 3° 31t I�� 1 \�� i 3# � II ITG� 0 i T�6 i \ � y 3 11 4 �,rl PST 311 I i VAC 4N 211 1 �A 31t 3'! PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER r� UNIT 1397 - ELECTRICAL PLAN SCALE: 1/4"=V-0" ' Q N l4 C7 ►. 1-4 -3 cod -a Au CD. N N 0 N N c� 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 beating Engineer's signature and seal. N W Q �E 8 Q 0 m o N �, 000 0 (1)00n M Q Q CD � V 25 LL C J 2 uJ M LL S a w Z 2 =oo ' 7 (6 N O W Z LL? 05 T m di M Z Q 0 N OU U o Z W El El Z N M 0 0 o Z � z o Q v — N M Z (9 a C ,,, C) V W 7 c w ,� v ' = j U LL, E 1 N II� o w M M n¢ zo z � J 0 E 0 � zo os z6 =® 000 co Uco — ao � OOQ � o OK O E O z <o a i ¢z J m� rd cn C: N �m O ° � Z- a aw �z N o¢ o a }}� i2 7 � N W W <a O LL ` F o cfl m � O ° v za °3 �N 120 > Ln W \ ai rn O O o 0 LO L M � T a CT Q .2 0 a) N CN LC) ap N N O �Q T M CN �O C� r m E �� CV T o t,z M iri Z Z E (n to c U c ) a Q p JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. 7 - ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699, 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I PqF DUPLEX OUTLET ABOVE COUNTER --W. P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.c. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) FB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) F TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR MAIN 0 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.� INTERSYSTEM BONDING o TERMINATION PER %1 NEMA1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to W H #8 to Range #6 to HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS F . R LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER E'NVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND No LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN b P''H, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPRbAtH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. VERIFY P/ LOCATIOP BUILDER COMP. WP DISC. II 31 51�T I<ITG To vE Vi P 3^ IW� PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 411 � MAim UNIT 1500 - ELECTRICAL PLAN SCALE: 1 /4"= V-0" '4r c9 C�C9' > w o.; c , cc tj Co —' M o . N C C'V tY u 3 3 M � cra H CL c E o CV N 0 N N r N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE 8 VN N 0 � O C to � m N u0u Y/ M jo � "L J " C9! 11 Q Z 0 vrNiv J W W �tlLL 13 w a 76 d Y (ff C � ti �_ o Wr°�0, m N O 12 Z IL LL cce) Z Q J Z N OU v W as M r z N M o to Z � N z o � Q J N— Of M O ♦� V LL 4--J f(j W O N ur S � .0 ra w J E 8 ml v o � o tml � o � C7 M zo Z z � 1Z E o �a ❑� z >� ZN ° oa E U co ~ o ¢a o o o oz CD (a CV Qz o ¢o ww L. Cf)>�° Y 00 m� Z Z"'o Q� ym ¢W 3 Q� ZZ N Q p w d o Tw Tk d� ¢ =3 O r O ifl W. Y a 0U � ZI¢ a `N .i >U-) co Of O O > O O IL J r 00 C O M co d r 1 1 Cr a Ce) 60 U5 m a o T N Q }J O 00 rn N CN III .0 pp N �._ Q 4 N O M rn LO Nr 6 CO T �; O Z Z 3 E y cc c cca FL � 0 � a m o c JOB NO: 22-12504-12499 SCALE : AS NOTED SHEEP' NO. 8 - -- I TI;-.1 I Ii I I I I 1 111111 11 11 11 1 III, s..n, Lli�i.i i i it ip i I i r r r i I --I I -ifI W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. -, 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN . W CONTROL JOINT DETAIL SCALE: 11/2"=1'•0" `d #5 CONT REINF. °y SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE `v FOR EA. HORIZ. REBAR, TYP. U.N.O. - �• _ _ v•v� v•v� .v� •° TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=V-0" GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONC. SLAB WI FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (REFER TO NOTES) (GRADE 60 STEEL) O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (REFER TO NOTES) (GRADE 40 STEEL) 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 7 NO WOOD STAKES PERMITTED IN FOUNDATION 5x5x3/8" A36 STEEL 1 BASE PLATE All- -- - LZ in W 5" 01, SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = V-O" 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 SYMMETRICAL POISONING vv - 26'-8" 27-0" 26-8" 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" 3'-8" 7'-0" 3'-0" 3'-8" 7'-0" 2'-8" " " 2,4„ 7-0" 3'-8" 01 1, N L A AC PAD AC PAD A L N L TYP AT AC PAD 2'-6" x 7.6" x 1' " S3 S3 S3 S3 S3 S3 S3 LANAI w/ (3) #5 E.W. IIII + 1 FIPR 2' 6' x 2'-6" x T-0„ wl (3) #5 E.W. ■ I I ■ � ■ _ _ (- — — /J \\ CID 11 ; ( / / AA \ — -I w/ (3) #5 E.W. \ I t a o0 I I w M o I II (2)#5VER11CALS D2 / �\ \ 9 W/IN FILLED CELL I w II I - ■ I �/ I (2)#5VERTICALS /, I I \\ \\ ■ _ (2)#5VERTICALS D 60 ■ I #5 VERTICALS i l� PVCA/CCHASE O qq I WIINFILLEDCELL ( ,/ D2 c00 ,/ I I \\ oo WIINFILLED CELL \\ <> CD (2) WIIN FILLED CELL I Cl) 2' 10" 8'-0" r > V-6" I // I 1'-6" 8'-0" 2'-10" 1ri I I 13'-0" 8' 0" 2'-0" I I I I m — — \\ \\r I i — — — I I C.J, _: _ T ■ I ■ co // ■ ■ I■ \\ -312 ■ ■ — — — J T / \ L_ -- ----- r r I_ r� ROV DE 1Y"RECESS FOR SOD. REFER TO MASONS M J I I ap ROV DE ty" RECESS FOR \ SGD. REFER TO MASON'S ■TPROMDE 1r RECESS FOR I I S3IISLOPE I I SLOPE FOR WIDTH J/ I I \\ M FOR WIDTH CD . REFER TO MASON'S PE FOR WIDTH I zo 32,.F^x2'-6"xT-0" CY) I wl (3) #5 E.W. I I I I // I \\ I \\\ I ■ I i t ( /// I I s3 oo PVC A/C CHASE / J PVC A/C CHASE \ 00 _i I I c \ � J TYP. I I I ■ I I II \`I 1 // M _ 1 M \\ FILLED CELLS @PARTY WALL TO BE6'-8"O.C.MAX AND@ O EACH BEARING WALL LOCATION FIN CONC. S B I I o \\ ■ I I FILLEDCELLS@PARTYWALL 0'-O"ELEV. // TO BE6-8"O.C.MAX AND @ FIN CONC. SLAB \\ 0'-0"ELEV. FIN CONC. SLAB 1I c� EACH BEARING WALL 00 ( I LOCATION // j I - \\ o0 _ _ _I 00 Cl) 2�) I II I F\ \\\\ ■ L— ��, ==� III I I -' — 11 ■ ■ I C.J.17-6 _�, /�/ U _ _ I I I I I - \� NT YSLOPE=1/8" _ // G.C. COR G.C. CORD. \\ P R T-T OR LESS ) I - - - �` / T/ SLAB T/ SLAB '> 1/2MAX I C° CIO h I I 12'-9" I I I 4'-9" PROVIDEi/2"x91/2" I1 G.C. CORD. u I J > RECESS FOR FRT. DOOR I I T/SLAB �1 /� /J I \\ r�� \\ I > ELEV. APPROX.1.1/2"BELOW F.F. II � I t7 I O I Y II �) r —� /J I I J II I // TO BE -8-OC, PARTY WALL JI TO BE6'-8"O.C.MAX AND @ \\ I I II ♦ ELEV, CAN BE NO MORE THAN 1.112" I I I. I n II j, I I I // $'24' I ( EACHBEARINGWALL LoennoN \\ I 8'-24 Q, ■ BELOW TOP OF EGRESS DOOR I I I 6'-2� t - _J // \\ L- - r- ' THRESHOLD. FIELD VERIFY 11 ( I r-- \\ I I `✓ ■ II io G /� G C, 33 I / S3 r- I I /y J L G \ \ zo y\ I o S3 II I �� G 26"x2'6°x1'•0" —N I I // wl (3) #5 E.W. I 2'6"x25x,'-0" wl (3) #5 E.W. y '- 7'-0" I I I - - Td G „10iiiriii — 53 // � I I — r as ��—�\\S3~00 rl,47! 1 - III 11 — - � �--- II 92 ) I I 1 i L 9'-2" c� 15'-5�q„ 2,_0„I I 3,-0" 2'-1 1- 4 1 10'-10„ cav Q I I , 10 w1(4)#5E.W.4 I -„ M■ 15'-104" CD I I = In / � I I — — — —I ) i \ W.H. / LJ -- I I L — — — — I in r T - / \J Li 31/2' I _ _ - - I 3112" ■ I (M24 W.H. / N K r I I ' M K N \A Hj 312' 2, 73„ 2, 7 „ S3 0o S3 2' 73 d � I I � BUILDER TO I I I I I CD I o PROVID 1/2" x 9 1/2" I FM24 ROVIDEI/2" x 9 /2" I ifl m ■ I n I I I CO ROVIDE M I RECES FOR FRT. DOOR I I PPLIANCE I I I FM24 _M ROTECTION — I ECESS FOR FR . DOOR �M BUILDER TO PROVIDE I I CID — APPLIANCE PROTECTION 9 P HENI I BUILDER TO PROVIDE � T I I T F_ WHEN REQUIRED PER FBC _ I `V ■ I I ( I _ AEQUIRED APPLIA CE PROTECTIONC ■1■ 12MAxW FBC WHEN REQUIRED PER FB. .F.F. ( ELEV. CAN BE NO OORE THAN 1.112" - ■ ■ ,°MAxER I 1U-6" co coO�I o `� - g00 I IcoI o BELOW TOP OF EGRESS DOOR I I AA F_ D2 I I �� I �, THRESHOLD. FIEL VERIFY ��� � I I - - I - L — — — �L 00 - - �- I — — J CJ I � � I I cJ � 7'-8d' 8'_1" 11'-2�„ � 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I I I I L 2'-4" 7'-0" '-4" " '-4" II 7'-0" 2'-4" L ELEV. APPROX. 1.1/2"BELOW F.F. - I `t s3 I s3 `1 ELEV. CAN BE NO MORE THAN 1-1/2" ■ I I OF DOOR b K 3 I I 4'-0" 1 V-4" 11'-4" 4'-0"� I THRESHOLD.ELOWP FIE DRESS S3 FP-1 I I I I1 I 1 I I FAA O °° AA 9 c0I D2 I I 19 60 9 I D2 III GO — — �' � :;T L_-- -- —'-11 L----- J. -- IN ■ mi IN in 11 S3 S3 S3 4'-6" 7'-0" 4'-6" (2) #5 VERTICALS WIIN FILLED (2) #5 VERTICALS CELL W/IN FILLED CELL (2) #5 VERTICALS WIN FILLED CELL 16-0" -2' V-0" '-2 " 0' 8'-0" 1'-10" 15'-4" 164" 1'-10" 8'-01, 0' " 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" e+'a arm cvsa Gib c' err C :Ww Irt; C.D C.4 m V- ••�' C CA.. �. f0 O i.. 04 cpC,.a w m o .E N\i��tit419111E11llPe�lt�,� N rJ �O F 1..�� OF - S S I•W4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W8 E g 8Co C N o °p N N � W +N J LL o Q. m c Z - D v CO w g O 1pN�_ W0 °> °> m w 00 N O Q F � co �z =LL V N OU a W El f Z N M 0 z W N z <L J — N M tr1 z 0 _o -ILL �- p U 0 w 8 >�-- c'n U w � F- J 8 x z c) 'o m Q0 N IIII■ C W CIDZ M w o < Q E E 0 oo z <� z® oCIO a � rd XO 0OU ° o E Na L a6 o wo � w W � Cn C <a = y U u E mo oLL z� _ C C%) tL J m m ¢ w U> F 00 < z o U MENLL ti <o �w 1k Z U r 8 CC) 4 za a a3 2N > LO coN rn _ O \ O CD T J T N CM r�!IIII L_ ce) T ll v OO V �/) J m O 0 � N 00 N Lr) N O r 4 < coT d7 Ls') GD (D N r ui E ICU r =3 M �; o Z z += E E a� `m d v U _ ¢ 0 = JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. 9 1 117 1 A :a 1 I — - -- - -- Wit— __TF_1 F____1 - r rn 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID A 41 SEE 1 FOR L-1 ADDITIONAL INFORMATION UNIT 1500 TRUSS (SEE PLAN) �IL& BOTTOM OF (2) - 2 x 8 SYP. TRUSS INTO DOUBLE P.T. LEDGER LEDGER PER TRUSS CONT. MANUF. LAYOUT CMU WALL (SEE (2) 2X8 SYP P.T. LEDGER w/ 8' PLAN) (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24 O.C. w/ 5" SECTION AT LEDGER EI OtDMENT 1 O SCALE: 3/4"=1'-0" UNIT 1397 GIRDER TRUSS Y N N a a a a CV I. 12" 6„ I. 6„ . 6" CV U.1— I I II IVIf A.1 `—(2) TITEN HD EACH STAGGERED SIDE OF GIRDER & @ ELEVATION A -A END OF LEDGER SYMMETRICAL A�, A& SYMMETRICAL UNIT 1397 ROOF FRAMING NOTES RUSS TO EDGER SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. ROOF FRAMING PLAN SCALE: 3/16"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080— --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F `Ar/ ) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d I SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB M EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR ;PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 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 " . AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 2r GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Oj Oj SHINGLE: 3/6" EXP. 1 (24/6) or 15/32' EXP. 1 e�/16) TILE: 132' EXP. 1 (32/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS " 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t 32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" 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. � o � > -E W V CL N W a CU +• a Etj t $ 3 euo _ w ca N ecr o �. tj 0 C,4 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 - Residentiaf 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. am W F v EE C? M 8 Uj N 0 N N N N ins€-O m v " 4Q C J LL W "" c� z 13 10 � W is = o W2 W 7 p N rD o so W 63 2 . ' m z L-0 N z° ¢ J 0 'n Vq` N O U U C-) W ❑❑ M Q CDO Z N M p Z N Q � Q Inn' Z a rrmq W l� 4-1 fQ cia W C ca 0 W o tA76 U J allW E m $ L z3 o co W W M M z$ O s z Q � J c o 0 Q N CL Eva a o� z® o a _CIL X O < 0 OU o O O fr6 CV It a Q wa <o �� fu (n Le z Y � m� o 0, zr CU m a w rn Z z gaO o< m w W o =G oLL r3 o � w >° a OU3 st z¢ 0 `N > LO � ca C:) > O 0 r � � L ai co a r V 60 05 m Q �. O T }j 4-j O a) N Lr) +—, CO S� r Q N 4 Q M I-0 I N T7 M � z z 3 E m E -0 c 4. U JOB NO : 22-12504-12499 SCALE : AS NOTED SHEET NO. 10 tiq ZONE-1 ATTIC SPACE 1072 SQ. FT. 612 SLOPE U_ g 0 w O N 0. Nw I \SLOPE LU UNIT 1500 Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% 1/150 Rule Ridge 1/300 Rule Off -Ridge but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (Ft.) (measured vertically) below the ridge or highest point of the space, with the Total balance of the required ventilation provided by eave or cornice vents. Ventilation -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** ATTIC Provided (Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SQ. ventilation IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. vented be provided (See Elev) required soffit ventilation soffit b upper Ventilation Ventilation • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT, re q needed required y u pp *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed ventilators following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. ""Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 9 =(Linear Ft. of Deck -Air Needed) Main 0'0 2.0 Floor 1070 1027 147 514 37 257 276.0 (Zone 1) 0.0 276.0 Main 0.0 2.0 Floor 992 952 136 476 34 238 276.0 (Zone 2) 0.0 276.0 **NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS 2 2 2 REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 1 FP-1 FP-1 FP-1 2 1 1 1 1 1 1 1 1 FP-1 FP-1 FP-1 FP-1 FP-1 FP-1 FP 1 FP-1 FP 1 FP-1 ZONE-2 ATTIC SPACE 992 SQ. FT. FP-1 LOCATION. 4'-0" ROOF VENT 4'-0" ROOF VENT RIDGE JP���� GlF6 I I I � I I i I I I 6+ .12 SLOPE 6:12 SLOPE' ( I I I I L___ N E ZONE-2 ATTIC SPACE - 996 SQ. FT. r LOCATION, 4'-0" ROOF VENT 4A" ROOF VENT 0 RIDGE I I I � I I I I I g� ,12 SLOPE 6:12 SLOPE I I I I o "-4 Jcli 3 FP-1 6:12 SLOPE FP-1 FP-1LU 2 I o Cn I I I 1 1 I 1 1 '-1 FP-1 FP-1 FP 2 2 FP-1 FP-1 G'-0" 4,_0„ 4'-0" 4'-0" 4,_0„ 4,_0„ UNIT 1397 UNIT 1397 ZONE-2 ATTIC SPACE 997 SQ. FT. LOCATION, 4'-0" ROOF VENT 4'-0" ROOF VENT © 0 RIDGE 6:12 SLOPE 3 JP lF�, I I I � I I I I I 6:�12SLOPE 6:12 SLOPE 7 I I W 0 N ZONE-2 ATTIC SPACE 994 SQ. FT. w O N I� LOCATION, DO NOT BREACH 4'-0" ROOF VENT 4'4' ROOF VENT C== RIDGE F` I I 1 LU I I I I I I 6:12+ SLOPE 6:12 SLOPE 7 I I I I n T co 1 1 -1 FP 2 FP-1 I 4'-0" 4'-0" �, UNIT 1397 3 FP- 4 1 41 ZONE-1 ATTIC SPACE I 1070 SQ. FT. I Q I z LU 6.12 SLOPE o cn 0 RIDGE w O T I I I y� LU 6:12+ SLOpE UNIT 1500 ROOF PLAN SCALE: 3/8"=V-0" r NICE ... o Iv C= N G N � � d G 5; C .G 3: M .°� v m CL) c r� N C- n C E. � O n -Cl. CJ \� 's Cr fjb ter � 5. A Lo ••�/� 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 Q E 8 0 �� N� 00 Q CLUM N C7V � ry C e� V 13W J LLLL 55 , p- W Z m C"t n 0 c0 O L '� N C m rn co W Z m N M Z Q r_ a Z N d U U O W ❑❑ z N M o g z z z u_ N �N c� o w U 0 N �N w o w � 3 U c W J OWIN U o c `o ° ® Q r_ c w M co h zo� z Z -0 } N < � oE _ o E U z® O O ¢ ¢o 00. 0 < az w rd U)C _ o z zy U �m '0 01 z (U J <� QW zz (n N � 0< 0 z sZ a 0 w W < �� �- /] J W Q OF .10 O CID a _ 2N Lf) U) CL co O > V L i J r N M L C M Cr M 00 r (h m a Q 04 t.C� 00 C G( 4 N N C77 N LO Cfl � 04 t— E M '— 0 E rn 2 N a 0 _ ¢ a JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. 10.1 i -F-T--7-7r7-F hr • U101., GENERAL CONCRETE LINTEL SCHEDULE SYMMETRICAL • • • • APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY ld� 8F8-1B/1T 8F8-OB/1T ,� i E H O O TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D r _� GROUT / U = UNFILLED.� - ° 8RF14-1B/1T8RF14-0/1 R=RECESSED LEAR O � U n., �' . R' . © O QTY. OF #5 o ' % • REBAR @ BOTTOM ° `cCm OF LINTEL CAVITY = ° c 0- �•, •,•, ,, �•. , , �•° �. dA' , L .M.U. y G 8 F 16- B/ 1 T 00 ° MS25 0ff ' ; ; z n c GROUT at .ec U,A •'• .• • LNOMINAL.t QUANTITY OF ° 5 REBAR AT 41 • • • • • • • • #5 REBAR AT BOTTOM OF CD WIDTH m TOP LINTEL CAVITY 81=20-013/1T 8F20-1 B/1 T 8F 1 6-OB/1 T 8F16-1B/1T NOMINA,-*—BOTTOM — © O ® HEIGHT REINFORCING 7-5l8"ACTUAL PROVIDED IN r i 8" NOMINAL WIDTT__1 LINTEL O ;�`, �•��� ;�•. ;�•. ;��•. (VARIES) MATERIALS 1. fc precast lintels = 3500 psi. • • ILI ' ` r ' ' • ` ' ' ' ILI 1Z2. fc prestressed lintels = 6000 psi. 8RF6-0B/1 T 3. grouted per ASTM C476 fg = 3000 psi w! • , , , ; ;," . , . 4. maximum 3/8" aggregate and 8" to 11" slump. © ,` : • : • a. . • , 5. Concrete masonry units (CMU) per ASTM C90 w/ Oaf %• minimum net area compressive strength = 1900 psi. *- 6. Rebar per ASTM A615 Grade 60.\_e ftz Prestressing strand per ASTM A416 grade •', 7. 270 low relaxation. .� ,i , • ' • ` r '. ° '. • 7/32 wire per ASTM A510. ° ',.• ! , : 8. Mortar per ASTM C270 type M or S. v (kN 8F20-16-2T • • • F O 4 • • • • GENERAL INSTALLATION NOTES g' 1. Provide full mortar head and bed joints. ' © 8RF22-1B/1T 8F24-0B/1T 8F24-1B/1T • . O O O 2. Shore filled lintels as required. + , L , 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 w vertical mell ei forcngand lgroutiing. 1deflection,x t i t I 1 n H €J r ,.+ ',. • , . • � • � ° , • 5. lintels e o exceed 360 vertical except Ines T-4" and a�� j,) .,�t7��� O longer with a nominal height of 8" meet or exceed L1180. ~ ' • • • , 6. Bottom field added rebar to be located at the bottom of the lintel cavity. • '. + , •, , , , . , ' L , , . �•, . , .,, %', ; • * • , 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 3 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete FP-1 • •'. ', masonry units. r 0 ' ` ' ' ` ' ' ' ' • ' ' ° 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ap T ~ • • % • • % + • = % • 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. ILI LI 0 3 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have FP-1 '. ' • ILI - a coating of stucco applied in accordance with ASTM C-926 or other approved LO coating. O u •, e', L , 'L , , ,` •, , L , , ' ` , , ;; 12. All lintel dimensions shown are "overall" lintel lengths. 00 00, .: ' % , : 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 3 ' ' • ° loads shoud be checked for combine loading with the following equation: r • , , ; ; ; ; ; To the best of the Engineer's knowledge, information and belief, + • ° ' ' . s ' , s ' . i • . • ' . ' . Applied vertical load Applied horizontal load ...111 the structural plans and specifications contained within these ` • + / ' . O drawings comply with the 2020 Florida Building Code - • ;' Safe vertical load Safe horizontal load `' • ; • , ` ; • JI-1111--- W uv"L � Resident al 7th Edit on. Engineefs signature and seal is only for the structural enginee ng portons of the drawing pages bearing O Engineer's signature and seal. v E 8F441B/1T81F400B/1T 8RF40OB/1T 817321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T 0 0 8 0 ® © ® © ® © OS 6�C4��O� Q 0 N N OJ V' O I O� CLL N NM Vim' # ALTERNATE POWERS °'~ LINTEL PLAN NOTES: z 6 g M W STEEL LINTEL �� 2°° :E�q 0 � 1. THIS PLAN IS TO BE USED FOR STRUCTURAL - ° ' `° � Y) ° o t_ �� W in�pjO' m w INFORMATION ONLY. co � Z g #5 REBAR AT TOP CiLL O U Q 0 MIN. (1)REQ'D S1-1/2" CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 0 TO BE ASSUMED TO BE 16" MINIMUM DEPTH. �� 3. THE NUMBER OF COURSES OF MASONRY REQUIRED O BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE w �W COORDINATED WITH THE ELEVATION DRAWINGS Q s z o a tom _ 4. THE CONTRACTOR IS RESPONSIBLE FOR o o _° W J COORDINATING THE PROPER LINTEL HEIGHT. _ r u, oU)aZ 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM M N04 ¢��� I> %` DEPTH REQUIRED FOR THE D SI N LOAD . THE "' I �� w n W rn N ` 5 REBAR AT BOTTOM Q E G S Q LLo AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR v W M O PROPER LINTEL HEIGHT,G.C. COORDINATE. �N 16 GAUGE POWERS w J of STEEL BOXED LINTEL Ci POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE I ®o 1. Refer to manufacturer's specifications for installation. of p I p o0 Q N m 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS ~ O O O ~ o o Refer to manufacturer's specifications. A A 3. If lintel is scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION z 4. Lintel depth to match precast depth. One #5 Bar required at top g _ s see lintel plan/details for bottom steel required. O O ' 5. A bonding agent must be applied to the Steel Box lintels prior to 6' _ _ I °' Q E applying the cementitiuos coating. See contractor specifications O O E w z o Z4 CO C1 x o 0 0 r r o¢ r 2" DIA. PIN #3 SHEAR REINFORCING N Ww AV o ro az WZ I i w� 16" O.C. z cn y 0, K.O. BLOCK COURSE H H H -Z �o `W 0o W/(2)-#5 TOP, MIN (SOLID ° 3 og a4 a z �w o in G MIN. MIN. MIN. GROUT) _� r M CZ)w` �o V� a 3 (2) #5 REBAR @BOTTOM Ic o a= OF LINTEL CAVITY UNIT 1500 UNIT 1397 UNIT 1397 �N SYMMETRICAL n PRECAST LINTEL UNIT ' LO co BY MANUF.CU I o > gCU T CD CD S25 LINTEL W/ SHEAR REINF. M C N.T.S. REV 05.02.22 CAB oo () m a o LINTEL PLAN T N LO SCALE:3/16"=1'-0" 00 C CO -E CV O rn cfl Q M 0) N w (6 0 E ca M N z E a) M d U J Q Q J JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. L 1 i — - : - � ter, - � ���r- - � � FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSIIIUL 263 Certified for United States I3XUW - Fire Resistance Ratings - CAN/ULC.S1 01 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable V ariances See Gen oral I nforrinatiorl for Fire Resistance Rati rigs - CAN/ULC�Sioi Certified for Canada Design Criteria and Allowable Variances Design No. U905 June 10, 2'01-9 Bearing Wall Rating - 2 HF;L Noribearing Wall Rating - 2 HR I FIRE -RESISTANCE DESIGN 11 Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANS1111UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S1 01 Certifi ed for Canada See General Information 'for Fire -resistance Ratings - ANSI/UL 268 Certified for United:States Design Criteria and AIIQyvable Variances See General Information for Rre Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable 'Variances Design No. U301 September 17, . 201 1 0 Bear] ng Wal I Ratl ng - 2 He. Finish Rkin g - 66 Mi n. This design was evaluated us.ing'g load design method other than the Limit States Design This -design was evaluated using a load design method Other than the Limit States Design Method '(e.g., Working Stress, Design M . dthod). For jurisdictions�employin.othe,LimI t States Method (e.g., WorkingStress Design Method). Foe jurisdictions employing the LimitSiates Design,Mkhod, such as Canada, a load�rest'ription,fact.or shall be. used. -� tee Guide BXUV or Design Mothod,such as, Canada, a load restriction ftctor shall be used - Se* Guide BXIUV or BXLIV7 BXUIV7 I ndi categ such p ro.ductg shall I bear the LIL or cIUL Certification Mark for jurisdictions !employing the LIL or c1UL Cortiftcati on (such as Can I ada), respectivelly - - -------- 04 7 7 MIN, A, ......... HorLn to t K:J 'I.Concrete Bladk-s* - Ypriootdesigns.. Classification (2�hr)_ See Concrete Blocks cataqory.tor-l-ii.-Of Gligibl:6 manufactur ers. 2. Mortar - Blocks laid in full beclof mortar, norr. 3,18 in- thick, of not less,th-an 2-1/4 -and not more,than'3-1/2 parts.of clean sharp sand to 1 . part Portl-and cement ,(pjqp.wioned,by volume) and not more than 5Q. percent- hydrated lime (by cement Yotu rn6y V6rti'��aj j, ."t r6d� J,Oin ss.tagge 3. Portland CementStucco or Gypsum Plaster- Add 112 hrto classification if used, Where.,combustible members arafire d r �rne in Wall, plaste or ttucco must be elp 2 hr, �pfiecl on the face oppo�.ite f r*am[ngto achieve a max. Cfassificaff6h of 1- 11 Attached to concrete blocks (�Item 1). .4. Loose Masontyfill If all �cbre spxes ariqJillod with loo'50,dry experided slag, expanded clay or shale (Rotary Ki In Process), water repellant vermiculite, masonry fill irisu.1ation, or silicbriatreated perlite- I-oose till insul ation add 2 hr to: classificati,:on. Foamed Plastic* - (60flohal-Not Sh n . OW �) - 1-112 in. thick max, 4 ft wide sh.eathin g attach ed to con crete, docks (I tem 1), Th e appearah ce of a company's n anno or product I n th i5 database does h ot in itself 6sau re th at products so identified have been manufactured under UL's Follow.Up Service. Only those products bearing the LIL Mark'should be consideredto be,'CentifiE0. and covered un-der UL's FQ11ow-Up Sjarvice. Always look fQr-the Mark.on 'the' Product- UL permits the reproduction �of the material contained �ri the Online Certification Directory subjectto the following conditions- 1. The Guide Information, Assemblies; Constructi ons, Designs,'Systems, andlor Certifications (files) must bepresentedin theirentirety and in a non -misleading manner, without any manipulation of the data (or drawings),. 2. The statement "ReprInted from the Onflne Certifications Directory with permission from UL" must appear adjacent,to the extracted material, In addition, thE� re'p�inte.d material must'include'a copyright notice in th,6following form.,at'. "@,20,19 LIL LLC". Ul- � nd 6a UL I q go a rO tral 0 arna rks of UL LLCO. 2616 Al I Rig Ns Res,�N6d, 0 A 1p �PfWPRIJETARY- 2 H-O'u R 6,0 No.,MW va. �,�,10'64�StO FIRE sou No T.%%i ti V A 2Y-' -:j T�:L- ci� X 1�24 ct;, 'dw wid i iIJ-11 U - "Ili 'L.Vid '�W <4! d a A A� -,;4j4i6 "11 W d' L'.420z,.�.�eXi u, n lig a�� -I tiiw tndr,�idd .,X�l �,Xm W -,n3 Q I a J. J t. g... JU !kwa -u- ,SaxkI �:iul�,W -wj 'J a.4 -I '�'J -Wk X :ku-o -il -6,1 ua j "VI EL P0q0UC �Z AI U 'Ta �,-,u xUA , mix- I.,., 9Z I I 4§S', i��6.j t tS 9�-.. I e.93 i2k.."O IS SS:, 1149 12-14-30 96: i - K[Temlw;: Indicates such:products shall bear the UL or cUIL Certification Mark forjurisdictions. empl oying the UL or clULCertiflcation (such as Canada), respectively. 1 Nallheads - Exposed or.covered with joint compound- 2 Jo I nt s - Exposed j crints covered with joint compou n d an d papertapa. Joint compou nd and, paW tapo may be ornitted wh en �,squqre,edo , 9 boardsare used. As, cilam nea . as, 4- Gypsum Board* - 5/8 in. thick, two layers'applied.either horizontally or vertically. Inner layer attached to studs with the 1-718 in. n-ails spaced 6 in. OC-_ Outer layer attached to studs.over inner layer with th�-_ long nails spaced 8 in. QC, 6d ithf'"int Vertical joiritslocatb�d lbVer-stuclt_ All j.6]nts':i,n face layers stodger w o. s in base layers; Joints of eachbase layer, Offset with joints of base layer on opposite side. When used in widths other than 48 in, gypsuh! boarA to be installed horizlMtally. Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non-geating Wall Assembly Area Separation Wall ASTM E119 Rating: 2 11hours 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: ToughRock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) ToughRock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in. (610 mm) o.c. 2. Gypsum Board: Meta I covered using 6-i n, (152 mm) wide Y2-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or Yz-in. (12.7 mm) ToughRock Firegua rd C gypsum board, 3. Steel Studs: W shaped Studs, 1-1/2-in. (381 mm) wide x 2-In. (50.8 mm) deep, roll -formed from minimum 0.018-in, thick galvanized steel. Cutto length YS-in. lessthan the openings height and spaced a maximum of 24-in. (610 mm) o.c. W =0111 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN) - 1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX *BEARING THE UL CLASSIFICATION MARK .UL DESIGN NO. U905 OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. I H-STUD -\ / I >< >< >< >< ><��.>< >< ---I NSGLASS ULTRA SHAFT LINER WOOD TRUSS I 3/4"MIN. AIR SPACE 'ATTIC DETAIL - ADJACENT TO TRUSSES OPT. 6"WIDE BOARD BATTEN GA ASW 1002 SCALE: 3/4"=V-0" STRIPS TO ELIMINATE 3/4" AIR 2x4 BLOCKING @ 48" D.C. MAX. W/ SPACE. SEE MANUF. SPECS. FOR (2) 16d TOE NAILS @ EACH END 30 LB FELT (SHINGLES) INSTALLATION FIRE RESISTANT OSB 7/16" 2" CLO RUNNER FIR PRE'ENGINEERED ROOF 2" CLG. RUNNER FIRE CAULK D ROOF SHEATHING 4'ON EA. SIDE TRUSSES AT 24" D.C. MAX, RUNNER TO SHEATHING 0 C AX RUNNER To SHEATF OF WALL NOT STAGGERED SEE FRAMING PLAN FOR ABOVE AT EACH SIDE F R ABOVEAT EACH SI D 0 OVER PARTY WALL TRUSS DESIGN 7�_ 2X4 LEDGER @ 48" O,C. y MAX VERTICALLY NAILED P 0 1 R PR ETARY (2) LAYERS 1 "x24" PROPRIETARY X TO TRUSS WEBS W/ (2) TYPE "X"GYP. PANELS INSERTED 8d (TYP.) 0 & L S BETWEEN 2" FLOOR & CLG. RUNNERS U TW W/ 2" STEEL H ST UDSBETWEEN EXTEND BURN CLIPS PER FIRE ADJACENT PAIRS OF GYP. PANELS. WALL MFG. SPECIFICATIONS 2" FLOOR RUNNER R30 INSUL. MIN. NAILED INTO 2x4 LEDGER ONLY 3/16" DIA. x 13/4" XI AT EACH SIDE OF STEEL"H" TAPCONS AT 1IT'O.C. k STUD. F RE CAULK RUNNERTO _-(1) - - BLOCK WALL EACH SIDE LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES SIMPSON RBC @ 36- O.C. w/ (6) 10dxI 1/2" NAILS INTO TRUSS BOTTOM CHORDISCAB & (3) 11/4"x2 3/4" TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRIING STRIP INSTALLATION (TYP. ON BOTH G=FACES OF WALL) NOTES: 1 . SEPARATION WALL IN THE 1x P.T. NAILER INSTALLED AFTER INSTALLING ROOF SYSTEM PROVIDES RBCS 2-HRS. PROTECTION PER 12"x12"x8" CONC. KNOCKOUT BILK. w/ (1) #5 GA ASW 1002. ROD CONT. FILLED W/ GROUT 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 (1) #5 VERT. IN FILLED CELLS (SEE ___R-3 MIN. INSUL. PER FBC FOUNDATION PLAN FOR LOCATIONS) MP�7_11/2" GYP. WB. 12" CONC. BLOCK (TYP.) PER TYR "S" MORTAR (TYP.) 1x P.T. BASE NAILER 4"x4" INSPECTION PORT. AT EACH FILLED CELL 6x6 W1.4xW1.4 WWF (TYP.) FIN. FUR. CLEANED COMPACTED & TERMITE TREATED FILL V-61 x l'-&'CONC. FTG. GRADEBEAM W/ (3) #5 BARS. CONT.. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48- O.C. rT)II TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE: 1 /2"= V-0" 7. 7 7- 7��77 7 7 'ZXTEND TAE (2) LATERS a = vl�� OF 1 "THICK USG GYP. WALLBD. LINER PANELS OF 2-HR. WALL IN; SOFFIT AREA PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit - SCALE: 3/4"=V-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB. 1 Hour Serwation Wall SCALE: 3/4"=V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION C= C2-r� C= C= C= _72 150 W -cc M 1=4 10 Cc CD tell 'alp, 0 iv 4;;,, S < -J 0� 4.1 ITT AA u 0'� F L �11% OPCSSJOW� N ON 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 beadng Engineers signature and seal._ MN W E 0 S C, " CN 6 0) 2 - 00 CIL) C4 0 - 00 - V) 0 111-) rl� __ IS 04 0 0 co 4 14 q _J - LL Lu U_ 0 (13 LL IL 0 0 6 go E W :3 1" �; 2 W 05 T 00 6 LO N Z < M LL IL0 " < a of 0 Z U) W 00 0 0 CO U)L/) 4-1 Iru LU C 0 Lij C14 V) = 2 0101116 , C) L_U E 8 WIN I di 0 <C 0 co co 0co Z U_ C6 E CL 0 E -0 � I Z 'Z < Z 0 u 1< . 6 2. -0 0 E 0 <Z Z Z <1 Z 0� 0 0, Z, Z Z C/) QJ < , .1 Z � 0 Non T �5_ 0� () -Z �0 CD CD < '0 Z< 2 > C/) co cc C=) > 0 0 ILA") Cy') C CF) 0 Cn Cr cy') 50 65 coo 2- C:) 5 00 0) CN U--) -0 00 CN C:) 5%4 4 04 C\I 0) L0 c-6 (6 . 0 : E Z E ID E FL 0 0 0 _J JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. F P- 1 1 11 � I 1 11 1 F_ 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 PREVENTINSECT 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 R308A 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 11 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. 73 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENiNGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1� 1, 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2,1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C,M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2,1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR 1"= 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 13. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1, ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 31, C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C+P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: EIWIAI CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 K i C-l-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksj 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): 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.1 ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'M = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4,5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 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- 70STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W1 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 COTSIST 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 = 33KsWITH 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 ", 1 Od = 0. 148", 12d = 0. 148", 16d = 0. 1 62"� 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'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4� 7. STEEL: Fv = 285 PSI 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 AJ.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 3116", 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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I 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 shal I be provided. The sign shall be posted near the water heater or electric paner 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s grinkler systems including all risers and spray hea s 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 tra etc., shall be made with permanent metal or plastic forms, Permanent forms must Ees' 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 rpinf?ll occurs before vapor retarder placement, retreatment is required, 9. FBC-Ur3`m6N5jlC ricretexoyepou e eioree ter, so,( and mortar along the foundation perimeter must 0 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 buildin%department b a licensed pest control company before a certificate of occupancy will a issued. TKe certificate of compliance shalt state: "The building has received a �omplete 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 T-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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS 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.0 GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1j/8 of 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. C= .4, -zc= U r.- CS a, C= ca tu aj up 39: ca M 73:, 1 N, 9�?,O VVA/, 1;3 C-11 0� W UJI 5 )z L 0 N E S S 10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 11- ot co 8 0 00 a) N oo A ,� A., 04 0 dc') V C _j u- Lu ca LL. LLJ Z 0 -5 114 0 W 02 W (0 Z - Z� 0 Lr) ce) Z IL (N 0 a Z 0 co W El C14 < LU j 0 LLI V) 0 moo, LJJ E 8 41 < 0 C.0 M M Z 09 Z< LL_ c6 E 0 < N C)_ E 8 Z. 0 nj 0 0. � < b E C14 It 0 8� 0 Z .2 < �z 0< .9 Z X Q) U) 0 �E Z cl) co 02 C �0 < 0 C .0 0 Cn co CL > 0 LO 0 _j Cy') 0-) co 0 Cr U) 00 50 M < 00 04 0 C1_j 1117) 0) 04 00 0 C.0 (D C%4 C:) 04 V__ C? LO r_6 4i (0 04 E cc Z 0 Z Z E E 0 0 '0 cc 0 _j < 0 a) _j JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ......... .............. ... ..... ..... ............. ..... ........... . ..... � I ...... ........ ........ X ..... ....... . . .... ....... .. ..... . ......... I . ........ . ....... ....... T.1 ... I., ... ... t .... ....... . ............. ..... ...... V Cn ........... ...... x:v. . ..... . . ................ 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN M1V 16GAxl-1/2" LONG (34-l" CROWN) STAPLES@ 6" STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" T-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF I I I HOME H C G GARAGE SIDE 000 U) 51-011 0 ,4 . - C) STUB -OUT FOR 11-011 GAS METER 0 % -1 0 LO 9 - - - - - - - - - - - - - - - - - `� - - - - - - - - - - - • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4"@ 16" O.C. T-5- (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 Y-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-91, (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. W-31' (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. V-61' (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C� 13f_011 (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 BCIOJoist Backer Block Series Thickness Filler Block Thickness 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 112" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 4 FILL CELL uJ STD. 90' CONT. #5 HOOK BAR STD. 900 HOOK BOND BEAM SIMPSC w/ (22) NAILS I CONT. #5 BAR #5 CONT. 5/8"D THRU BOLT FROM FOUNDATION TO HIGHEST ___7 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND 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. BRIG. WALL N.T.S. 1/8" min. Small 2" 2" gap " a . 4 max. /�7 1 71 - Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PIywood/OSB web stiffener 2 min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or max. 4': 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 j/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher than 15001b 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 0 require additional wall or beam below.* consideration. Check local building code for appropriate details in ; One 10d box L areas=20 of high or�20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10d nails SECTION INT. BRG. WALL N,T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 11 L BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls for vertical load transfer __T��Plumbing 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 - 7-7-j F-When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offs et " Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth End I Intermediate BCI 5000s@_i_1___7/8- 9-1/21, 2-8d I 2-8d __2-_8d_T 3-8d 14" 2-8d I 5-8d BCI 6000so BC16500s@ 9-1/2" 11 -7/8" 2-8d ] 2-8d 2-8d I 3-8d 14" 2-8d I 5-8d 16" 2-8d I 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s 11 -718" 3-16d 3-16d 14" 5-16d 5-16d 1 R" 6-16d 6-16d Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. O— -0 (o El (0 11 J, __ 1% 1. L?S. e- 76"r- A %" ROUND 6" 6" BE CUT ANYWHERE IN ?r HOLE MAY -/ -DO NOT CUT HOLES THE WEB. PROVIDE AT CANTILEVER LARGER THAN 1Y2" #ROUND IN 7 LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. " ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL P PE AND HAMMER 2 1 7. 1Y 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9� THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hange r SIMPSC w/ (22) NAILS I RTRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION \AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL x 4, Backer block (12" wide min.) I I III III III Nail with 10- 10d nails. �,Install tight to top flange. SLEEVE THRU STEM I TI I� EVE THRU STEM SEE PLAN FOR UNDATION INFO SEE PLAN FOR A 9 44 FOUNDATION INFO STEM FOUNDATION 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. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet Web stiffner as height 0 requirements , — - Joist D depth I -JOISTS BUCKETS N.T.S. rRADF REINF. SEE PLAN /-V 11- U rl A0 t: 14 t' V 1- SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN SIMPSON H10A w/ (18) 1 Od x 1 1/2" NAILS UPLIFT 1015# TYPICAL SIMPSON H10,A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #6s x 4' 0" CENTERED @ PI�E PENETRATION� 4 M NOTE: UPLIFT VALUE IS BASED ON S,P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 1EI I I= - 4,, � U1 �1 7 -111 E7 141111 A T--'. zi r Li 1- 6 71FL, —IF SEE FND. PLN. SIZE & REjt.� 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's X 4' 0" CENTERED @ PI�E PENETRATION . . . . 4— . . A . PVC OR SCH40 SLEEVE PLUMBING LINE . ..4 A -\,d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ERED @ PIPE PENETRATION PLUMBING LINE Fl- CENT 1 .0 4 F1 �,�_ffl 4 HE1.1 1=1 Ell E SEE FND. PLN, SIZE & REINF. ca CS .!2, cc C= W C-4 9 co CL 4P co -t cc E CD X\0 \N lago 'i 0. 1�11 A -I, 1, F L 0 t:, 0 0%4 PESS1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W EI- C) co 8 R4 1� 0, 0 C 'D 2 00 0 -- 00 (n 0 U) Ca u- UJ Z ia E: 2 C i =1 9 W .5.a (N 02,0) W 65 c� of Z co 6 0 '< , LL eq _J a z 0 W 00 < W 0 (D LU 10 0 Ln V) (Z J3 E U 0 U) co cy�- C13 z z < U_ c6 E -0 E_= 00 10 0 E �0 �w z W 0-� z z In Cn 01 1 zz � 0 W 2 3: 2� < 3: C:> 6. f -- x co -z N. 2 E2 a) > LO C/) co CL CU > 0 0 LO J Cy') C:> 0") CO 0 M =3 C.0 Cr CL 60 cf) CL -T- 0 00 CN a) 00 04 LO 'E CD C) (�o 4 C,4 LO C.0 0) T_ C14 Q E 2:1 0 z E r_ ca a- E 0 0 -0 cc _J JOB NO 22-12504-12499 SCALE AS NOTED SHEET NO. SN1 PASCO COUNTY -1 1 1 1 J I I--- F_ I T ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES W14-1- - I 5/8" OR 1/2" HIGH ------ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL I v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS /-INTERVALS NOT EXCEEDING @ 16" O.C. Wit (2) 10'4' (R302.1 1) 1ArI TOPM All �qTP. n 6� FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I , 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & ci HURRICANE ANCHOR @ EACH @ 6" M�� FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W14 x W1.4 C:� METAL PL. UNDER EA. TRUSS CHAIRS (TYP WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO A BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM ''T D3161-CLASS F, IN -11 ,1 FtLi yl ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING I M 1 7 -, CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE I SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIESAJJ_'� SEE TYP. WALL SECTION SCALE: 3/4"=V-10" k (21-2 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS - 8"x8"X1 6" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 FIT 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 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 W1.4XW1A W WF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE _A" 00 Cl) 6 MIL VAPOR-/ OP BARRIER 4 CN COMP. SOIL. Nfl IFIF (COMPACTED TO 95% MODIFIED PROCTOR M 7: ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" jV-4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" Q3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---% LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY -7V\F- -7V�- 1!57�- - - 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O,) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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 x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" 0 ' C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS 5/8" x 10" "J" BOLT @ 24" 0 C W/ 2"'x3/16" PLATE WASHER. (�W) STEP, SIZE OF FOUNDATION AND C, ELEV. Y-10" (ALT: 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C, OR 5/8"xlO'WEDGE ANCHOR INCLUDE THE WALL A. F. F. x 6 W1.4 x W1.4 /6x6W1 4xW1.4 @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS //211 WWF OR FIBERMESH 0 4 ELEV. 4-3 1/2" z 3 1/2" MIN, 3 1/2" MIN. 41 A.F 2x4 CONT7L�//' 1 U_ 4\ ilji. I I'm -LI I. M .1 11— L I N N Ui 1/2' 1/2"(min)-4" '(min.)- 4" C14 00 GARAGE DEPTH VARIES (311/2�"(min,)' 00 < (3 1/2"(miin 4" 7 4". 11. .1 LI 1 1 F=1 I r- - yw III I I- =I 11; 5F911 1 4 1,7 11 11 (2) #5 COIJI. NI 01 YU V (2) #5 CONT.'�y T 8 U.N.O. MIN. U.N.O. MIN. .GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (q) STEP �'Z`DN SHEARWALL C� TYPICAL BEARING WALL @ STEP ('C C SCALE: 3/4"=V-0" � S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 ) SCALE: 3/4"=V-10" � S3 2x S. P. F. S DS 16" O.C. —04 2x STUD U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL C14 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY CN 2x P.T, PLATE ASSUMED FINISHED GRADE Z 00 H, Z 511 L i T111111�JII� I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH A ;0 SCALE: 3/4"=V-0" GRADE 11 Izw—_l I F—_I I Iz—_ 1) #5 REBAR w/ OPT. S.Q R E E N E N C L 0 S U R E MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND I EXPANSION JOINT 14" O.H.D. RECESS 'T z 13" O.H.D. RECESS A 4 CQ 4': 4 4 A I -rrI I 4 C? 50 All 4 I- IIF -MII S E E A/S3 OR J/S6 --"-1 -111-7- q -Ir Fi -I,-- FOR REINF, INFO. L 3" MIN. CLEARANCE 1- 4" (1 STORY) / V-8"(1 STORY w/ DEPRESSED SLAB OPT.) 1',8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 LI1T7r-jL1 rT--,-,Ll 11=_� - rf FOR REINF. INFO. 3" MIN. CLEARANCE 1�4, (1 STORY) 14' (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1, S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O, BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR E PER MFR INSTRUCTIONS N'�'-#3 OR #4 REINFORCING BAR —7 #3 & #4 LAP SPLICE Y= SI co FINISH GRADE 60 2 26- MiN. LAP [30" MIN, LAP] [GRADE 60 MIK Fy= 60ksi] 6 MIL VAPOR BARRIER 1> C? Axx\ xx L "A, A- I R 17/8" 04 #5 REINFORCING BAR #5 LAP SPLICE COMP. SOIL. (COMPACTED TO T, 95% MODIFIED PROCTOR ASTM I # - M T I j7TLI D1557) I�FE 1-4. TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAIS A, INTERIOR --j 3 1/2" - A CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 60 F_ 7 ce) 6MILVAPOR BARRIER [ 41114-1 INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE LIj 0 _j a_ j> LU LIJ Cl) (2) #5 CONT.- ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'.0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA, EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 7— C:` 1 I A AA A AZ A (TYP.) 8" 1'4" 8" 10.. :> "-#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT K�G� SCALE: N.T.S. SCALE: 3/4"=V-0" � �3 VARIE, SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS A AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM A. (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL - _71 A 0 E A co C� . . 1. 7 BEAM SIZE & = 41 C14 T. CONNECTION INFO Cl) /—p2x4 LA PIT. TE 2x4 #2 SYP P.T. FRAMING w/ SEE A1S3/J/S6 8" /_711S6" MIN 7/16" O.S.B. SHEATHING 0 B. z ATTACHED PER NAILING FOR REINF. INFO. 0 OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLL)MN LOQATIO_ > SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE LU Uj CONNECTION INFO. SLAB STEP & RECESS (a) S.G.D. rM -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=V-0" � �3 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS ci TO FOUNDATION PAD E� -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEE MAT REINFORCING. Q (n 0 L ON FLOOR PLAN LU SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT W/ MIN. (2) #5 VERTICALS 00 Z GRADE _j FILLED SOLID (SEE PLAN FOR LU LU 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) 0 LU Uj LU �WWF OR FIBERMESH z LU 4' D LU v) BRICK PAVERS or SLAB PER 00 0 U_ Cl) COMMUNITY SPECS I I F_=I I I=_1 I 1=1 I 1=1 I 1=1 I 1 0'-0" FIN. FLR.Ah 1= -- � -11 E 1 1� LU FOOTING 1 1=� I I -IT BEYOND PAD REINFORCEMENT- MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONIC. PAD IWO, P. SEE SCHEDULE TAPERED COLU FIR MING rCD 1�2 PATIO COLUMN FTG. DETAIL rN �� �3 SCALE: 3/4" = V-0" SCALE: N.T.S. �3 C%j C= U CLCI C= CM - lop g r= CJ z 0 W SE A& 0- LU OT 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. or E 8 n 8 N, sn 0 t-�2 FiW Z N CD g CC u LL n z 2 'm 'T .. W E -L- C� 0 :, CU 5 0 W 0 W U) z L-, Z� 0 M, IL 04 < 0 b 3 z U) (D mm V C.4 LLJ 0 L11 V) C"! U U, E co to _j U_ 476 E 0� E E 0 80 CL 00 0. 9L z U) 1 0 0 < 10 81 z U:) < z <0 CL C, co 5 z< 2 CN U-) Cn co CC > 0 0 L0 0 _j 'a r C C:) 0") 0 Cr cle) 60 C-20 .0. C:) 00 C'q 0 U--) 0) 00 N 0 to (0 4 C'4 CD C-q Lo (6 CU 0 z z a E En E 0 0 < JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. S3 !Vl S (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISF (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER—\ //,SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —2x DEAD WOOD @ MID FOR CLEAN -OUT PO I NT w/ (3) 12d MIN. EXTENSION FROM DOU B LE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK IAIA I I PW RA AV AAHWA VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE LL 10 1 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN -OUT rA WALL --(2) 2x HEADER PER PLAN SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRWER,;�� IF-] I /� rULLOXOXID MUUK SIMPSON SP2 w/ (12) 10d NAILS AT EACH 6 1 UD —DOOR OPENING DOOR OPENING --ft 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1___� \ 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VAF,lE5 —O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � S4 1STCOURSE 2ND COURSE RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSEBELOW. EVERY THIRD (3RD) COURSE THE 1 V DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. S4 ) SIMPSON HETA20 w/ (8) 1 0dx1 1/2" W EB NAILS AT EA. TRUSS VERTICAL WEB M (24" O.C. MAX) w/ MIN. 4" EMBEDMENIT IN KO BLOCK AT EA. STUD MOISTURE BARRIER �r",T 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT it REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. LMAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW /"' �B S4 ) 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. ,----,---PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT) .5 (SEE SCHEDULE) BLOCK W1 (1 NOTCH LINTEL WHERE REQUIRED nr)HPI P)yA QDP ff) FOR CONCRETE PLACEMENT TOP PLATE 2x S. P. F. STU DS @ 16" 0. C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ SIMPSON SP2 w/ (12) 1 Od STUDS @ 16"O.C. W/ (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/(10) NAILS AT EACH STUD \—BLOCKING (TYP.) �:OOF 2x P.T. PLATE TRI RUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT /j UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF il 4 8" STD. 9lYHOOK_/8` LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-1)" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION a NOTES: (DFILL 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL_� _j 11j > 4 0 FORM CREATES CONCRETE RECESS TO 2x4 (NON I.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD M11 GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 1E SCALE: N.T.S. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING �BE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. � �4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71 " 58" 41 " 34" 101, 3 1/2% 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od 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 Ir 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS �P�ICE 4 MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 �A SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. GARAGE it SP 9"4 it&,, SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET --W. I . . 11 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K""�K SCALE: N.T.S. 1�,,14� HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIZE EA END EA END EA END I EA END SIMPSON V- 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W1 (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE ""-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. B T. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. � �4 SIMPSON SIMPSON SP4 SP2 I 2X STUDS =@24" O.C. V-18"x10" "J" BOLT T @ 24" O.C� MAX. h MIN. (2) PER :R: BOTTOM PLATE SECTION 2�, P \--SIMPSON SP4 N TRANSOM FRAMING SEE SECTION AA/Sl AND BBIS1 FOR ADDITIONAL DETAILS LINTEL 1 Od @ 8" O/C ATTACH ALL ` Q1_1 -1 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 SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 \X INTO TRANSOM TRANSOM FRAMING FRAMING N 'P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAIL S SIMPSON spi SIMPSON SIMPSC - RECESS LINTEL H/, SP4 SP4 SIMPSON SIMPSON SP4 SP2 i -4*.. NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EAC H END LU 0 < 0- 2x TOP PLATE—/ U) \\�2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. —PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/**--j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 4 2X8 P.T. BOTTOM P�ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T,S, \\ �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ' (4565# S PF) ' (5645# S PF) '(6970# SPF) 6 (9335# SPF) N. 8" PDXIEDA.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOFTRUSSABOVE /_ 2X BLOCKING (2) 16d TOE NAILS CKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS "'��MASONRY @ 2'-0" O.C. WALL SIMPSON C SP4 10d NAILS@ 4" 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED M TRANSOM FRAMING 6 BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS@ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD 9 SIMPSON SP4wl(6) 10dx 1 12" (USE SPI FOR 2x1 WALL, USE '—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING e SIMPSON SP2w/(12) 10d NAILS MASONRY-- * SIMPSON SP1 w/(10) 10d NAILS WALL BELOW — 0 5/8"X1 0" J-BOLTS @ 24" O.C. NI I MAX. (MIN. (2) PER BOTTOM I FLI 2X8 P.T. BOTTOM PLATE 5/8"xl 0" "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 REV. 06.24.22 SCALE: N.T.S. L- A C= U3 Wj cc C= CN CL Cj q CU rm 4n E R1114 N§ Wv . . ..... .... IN: X I" C_% C-4., W C:� C14 0 ss,0111.1 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E 0 C�00 �!! 00 =) p . , U) -, -0 �7 u- s 7� 1 u_ uj z 13 i a lr-:R 9 - 0 11 W on"-cr, t C� '5'�6 - �2 0 W z 60 - Z� 0 U) M Z NIL a Cq < 0 do z W 0 co 00 0 C.) p 04 < U) 0 C� 0 U_j _Uft LU MIN E 0 co 0 04 Cl) z z< z c6 E C, 8 E -0 .- 'z 0 L " ca �3 x a E 0 < , 0 < z C14 :W:, 9�_ 0 z z , 5 fa C/) C 8 z U:) z (11) 0 � z 15 CL < '0 z W �0 0 C:) C.0 0 C14 LO ICU > CL 0 0 L0 0 00 C C�o 0') co 0 50 0 U) CD < 0 00 C-4 CN LC) a) 00 CN 0 Z-) -0 < T_ CD 4 C4 1 04 0) T__ Lo (6 -0 E co i6 z z E E co 0 0 JOB NO: 22-12504-12499 SCALE : AS NOTED SHEE7 NO. S4 _1 — — — __ — — ____ I I I A 11 1 11 1 1, 11 A , fil N, I I i 1 11 1 __T__ — T - __-T-F - T I I __ - I- -I ___ ___ __ - U — ___ SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" S DS SCREWS TO BLOCKING & (4 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (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 SHEA-THING 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF 41':, 45'± 3- 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @4,KI SKER 8 _O�O/C . @ 8'-0" O/C. - EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od 1" 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 S I M PSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. _,----FROM BLOCKING 7/16" OSB SHEATHING F END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES , 2"x4" PANEL BLOCKING @ 48" O�C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING A17ACHED 71 1 0dXT' @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wl 1 Od NAILS @ 6" 0. C. x THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD HORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE R TRU SS SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL � 2"x4" CROSS BRACE-yx APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2) 1 Old (NOT REaD WHEN N, TOE NAILS @ EA. END GABLE IS 4',1 " OR 2x FRAME WALL (SEE WALL SHORTER) /� SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 1/ 1 /1 (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF N.. NAILS NAILS - W/ 10d NAILS @ 6"O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED �: (2) 16d NAILS W/ (2) 16d TOE NAILS - - - . . 2x BLO 2x4 PANEL BLOCKING @ 481, O�C. FOR CKING ................ 2x4 "T" ON TOP OF PANEL BLOCKING��' \-WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL 1/2" 8" "J" BOLT 48" O C � INSTALLED PER MANUF. x @ . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO I I @ 48" O.C. 1 ILS BLOCKING, FASTEN WITH SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 7 1/2 x 8 J BOLT @ 32" O.C. MINIMUM 6" FROM N INK B T 0 LOC O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER S I M PSON M ETA1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 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,, GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) I O,C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. � �5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 1\ �5 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 AND FASTENERS. (MIN. FIRST 4 BAYS) 0 N SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL- CHORD BLOCKING CN NOTES AND NAI LING x INFORMATION 00 co SCHEDULE FOR -112 SHEATHING DETAIL BACKNAIL w/-/ 1 (2) 16d NAILS WOOD TRUSSES to L - 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING I� — RIDGE FASTENED AT AT 24" 0,C. ON TOP OF -VA- rmx\ EACH JOINT W/ (3) It BOTT. CHORD FOR 4 1 Od & (2) 1 Od TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 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 = 4 1/2") 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARNG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. 4INIMUM 2x ,ROSS BRACING SEE PLAN FOR ,OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT ------- 2" 4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. �SH SCHEDULE �TTACHMENT ? SYP BLK'G @ 16"O.C. JxO.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Old XO.131" @ 8" O.C. ALTERNATE NOWDRO GABLE END DETAIL 10 SCALE: N.T.S. 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 MAX, 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED wl 1 Od NAILS O.C. FIELD @ 6" O.C. EDGES AND 12" -2x4'7" ON TOP OF PANEL BLOCK ING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON SP2 w/ (12) 10d L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE C1 NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SE SECTION r3 SECTION SCALE: N.T.S. SCALE: N.T.S. �5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" 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" 0. C. E AND 12" O.C. FIELD 1`11 JACK TRUSS SEE PLAN FOR CONNECTION 2X4 "T" ON TOP OF PANEL-j L BLOCKING, FASTEN WITH 2X4 BLOCKING W1 1063" @ 4" O/C (2) 12d TOENAILS SECTION [Fky� SCALE: N.T.S. 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 IN "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"OIC WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"X1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d 24" O/C (TYP) TOE NAILS AT EACH END @ z 71 1 W BRACING w/ (3) 1 Od x 3" AT 0 EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO9(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N. 0.) 1" BRACE 2"x6" (U.N. 0.) 1" BRACE 24" 01011-T-O" T-O" - 6-101" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SIDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD ENDJACK 1 V-101" MAX. CORNER JACK LU z M 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 2x4 BLOCKING —2x4 "T"BLOCKING @ 48" O.C. 16d NAIL 1" BRACE 111. " / ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS W B �AIL DOUBLE 1" BRACING DET 5 SCALE: N.T .1; S5 2X4 "T" BLOCKING 48" O.C. 16d NAIL 1" BRACE ATTACHED O.0 W/ 10d NAILS @ 4' TYPICAL W :4� E GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C BLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /,`7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX "ql INS 1111 NOTE: /TOP CHORD 2A #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 O.C. MAX. FOR FIRST (4) BAYS 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @4-0 BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIREDMINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION I I . I 9 1C14 -ii* " = C= %J111111 11.0 q 071A�Ijtl N�'" !:� SE '... C4 0 V ." �D6"'.:c C-4 C) O� W F L 4cl .......... 11� OFE S10", N S e4111111 I I [1110\\Ni 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 struct ral engineering portions of the drawing pages bearing Engineeeus signature and seal. W E 8 Ism CO a) N 0 00 (n 9) r- r-� T2 0 1*4 C, �'! 'v LL - I a- Uj Z W q Y, a- 2 'IT 129 �; � 9 = a N :5.F W r- 0 02, W Cn on Z Co 0 - z '- 0 < 0 0 z 0 cn gig= W El M co Ln (D .2 4-j LU 0 g V) CD LU E WIN11111111111111111h -e' CD co <c Lo C" 0 00 QD zg 0 z z < U- c6 E CL E Lj I z� Z' 0� Ca "� r6 < 0< z - E 04 '0 z z 1, C/) a 0 Z� z C/) �0 �z 2. z z 50 0< z �0 5 CD Q0 ot .0 (N w > 0 0 (D T- LO 0") CID 0 CY) 50 (b 0 < cr_ 4-j 00 CN 0 0) 00 N LC) 'E C:) to CD < 00 M LO I C-0 T- E W 0 z z E E CL 0 1 0 JOB NO 22-12504-12499 SCALE : AS NOTED_ SHEET NO. S5 DOOR JAMB (REF 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 /2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT ER TO PRODUCT APPROVAL FOR CONN. /_N1-1 X 4 77'1,,� APPROVAL FOR CONN. z /',, N. APPROVAL FOR CON A 1x4 P.T. , I �/// 3/16"0 X 3" LONG FURRING FURRING -1/2" 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16" x 3 TAPCON @ 16" O.0 TAPCON. INTO & 4" 2X8 STAGGERED @ 16" LL BLOCK@ SPACING O.C. 2-ROWS INTO 1'1 DETAIL 1)(8 P.T. FROM EACH END w/ MIN. 1X8 PER MANUFACTURE 2" EDGE DIST. ATTACH MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS 1x4 P.T. & 1x8 P.T. 3" DETAIL " 1 /7//?tr STAGGERED @ 12 O.C. -3/16"x 3 -1/2" IX-4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 112"DI N 'X' 'x' DOOR JAMB (REFER EACH END W1 MIN, TO PRODUCT 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN F - 3 16" 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2' x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH iD) TAPCON @ 16" O.C. & L FURRING IST. END w/ MIN. 2" EDGE DIST . 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ W/ 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT_@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W1 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1 X4 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) N POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. � �S 7A INSTALL WDW. SCREW ANCHO INTO ARCH BLKG. PER INSTALLATION DETAILS P-1 BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO F IT ARC H CON N ECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTOI�.,) /4" MAX 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W1 (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL "'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL B—B SCALE: N.T.S. �, �S OSB ON T 1��ULATION SECTION A -A 2'- 78- 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" PROVIDE 2x CONT. W/ (3) PROVIDE (2) MIN. TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4'MAX. RAD. MAX. 8" PROPER INSTALLATION #5 RER (TYP,) FILL SOLID BOTH CELLS STD. 90, HOOK -1 IL, 77_71 NOTCH WEB AT ±5- FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (4) 1/4"xl 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 4Y2" 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 IMP$ON (5) 12d NAILS H2.5A w/ (10) 2X6 TO 2X4 8d NAILS JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH . IF TRUSSES USED) W/ (2) #6 X 4W WOOD SCREWS @ 16" O.C, MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" 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 F EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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) OCCURS #5 CONT, TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 61-0" 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 //,�"F. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL X 4 p P. . r- 41�7 t� .1 — REINFORCING AS FOLLOWS: SEALANT —11 F_=I I f—==l I F_=I 1 FF =11 _11 _11�_ PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. F-= I PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C14 0 C. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 6 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 1. (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 R1 60 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. 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 UPTO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. A - FILLED CELL PER FOUNDATION PLAN kR YP.) ME S BRG WALL TYPE PER PLAN F CHANNEL, -1-� UNACCEPTABLE INSTALLTION DO NOT DO THIS. #5 REBAR (TYP,) Oft. 90- HOOK (TYP.) *4% NEI FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW FASTENED PER NOTE 2 BELOW--L-AF-J- 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/ 5/16" HEAD DIA. @ 24" O.C� CONT VENTED OR SOLID SOFFIT KING 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"xl/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 SF01 SCALE: 3/4" = V-131" FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FIL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* C LE V. ?RET 0 + + 4 + )1/y + + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHEID. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C� TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS i + REQUIREDTO + SUPPORT SOFFIT + EN ER SOFFIT PRECAST LINTEL T* SEE ELEVATION -,N FOR OVER HANG (MAX� 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" qF=F:.RHFP:T nq Amn SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,.t -v z 0 U) < M U_ 0 LU L) < < (n @ FIRST COURSE p H SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W1 8d @ 4 6" O.C. EDGES AND 12" O.C. FIEL D O.C., 2 ROWS STAGGERED a _2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1 OKTA @ 12" O.C. w/ (4) 1/41112" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT - FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER iNSTRUCTIONS.� 74 OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. NISH Y, A #5 BAR 1.0 CENTERED W/ IN TOP -------- KNOCKOUT/ C14 MONO FOOTI SIZE AND REINF. PER PLA AND SECTION DETAIL CLEAN FILL .0, A. DIRT ;2� 2 A ffTANDA RD gy 00 9 H K #5 BAR IN CELL FILLED STEMWALL FOOT11%NG SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-101" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DINTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT, #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLE-D CEL-L DETAIL (2) #5x6'IN CONC. FILLED CELL 4" SAW CUT SECTION ('-A SCALE: N.T.S. SCALE: N.T.S. to M Cj Icz, "g-, C-4 W I& CL IRE 3: 4P -a= E It 1�lzlftzv %)I V S C14 < U : �P. * on . FL 0q- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal, v) W 'lot E 08 1_, I CN 6 CR a) .0 C, R -. U0 0 1,- co A �; 0 U:), I- 1-� _0 ER 11 N 0 - ca d C� �T 49 C: I ca LL li: (3 LU z i.1E :2 C? - W 15 "9 0 0 W co z zo < to C14 us c 0 z 0 U) W 00 CD C, izz. Ln .2 u- 0 LU U111 U-) LU E Of < U5 0 U_ E < E co 00 0" 0 � 0 Z E (1) ITT '0 I < � z z W C: '. 9< 0 OM z z �0 W ca. 2' z C-) < 0, 0 CD C.0 'Ir 5 00 3: > L0 Cn CID ca > 0 0 LO _j '10 C 0 < T- 0- C.0 Cr CL co 50 U) C:) 00 0 0) 04 CN LO 00 C14 C:) _E T_ 4 `4 C:) 0) LO a) CD E 7�7 0 z r_ CU E 4 Cn E a. 0 0 1 0 _j < 0 CD _j JOB NO: 22-12504-12499 SCALE AS NOTED SHEET NO, SS PASCO COUNTY ff I I I --I I flll 71 Tff ---------------------- FF-7 *DIAGONAL.SPACED AT 15'-0" 0 C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING — CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" (2)-12d TOENAILS Y EACH SIDE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE PROVIDE 30" LAP SPLICE @ F.C. REBAR. VARIES W/ SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT ROOF SLOPE SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN PLAN PROVIDE 8d NAILS TRUSSES W/ (2) 12D NAILS EACH @ 4" O.C. BLOCKING MASONRY WALL z SEE FLOOR MIN. 2x4 #2 SPF P.T. TYP. >< SEE PLAN-------,,. = END TO TRUSS TOP CHORD LEDGER T&B W/ (2) PLAN FOR MORE MASONRY WALL—= 2X4 BLOCKING 2X6 P.T. CONT. CONT. W/ (2) 1/4 BETWEEN TRUSSES FLOOR TRUSSES PCONS @ INFO. TITENS SCREWS AT TRUSS @ 24" O.C. 16" O.C. 24" O.C. T&B SECT. A -A —TRUSS OR ROOF SYSTEM G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D DOUBLE KNOCK -OUT TRUSS X-BRACING - 2x4 SPF OR BLOCK W/ (1) #5 TO PREVENT PLYWOOD ALTERNATE: SPAN FROM EXCEEDING ACK CONT. IN EACH SINGLE 2x8 SYP #2 P.T. SYP w/ 2-16d @ EACH TRUSS = I WEB MAX 24" SPAN (EITHER �RUSSES HIP COURSE LEDGER ATTACHED TO MASONRY W/ SIDE OR BOTH IF REQ'D) G.T E — ""j 4 )BLOCKINI AN SHI A XA HIP 'UT T 7\G (2)-112" DIA. TITEN HD MIN. 6" EMBEDMENT PER 54/D1 SPACING LUSP JL26 w/ (10) 1 Od x 1 Y2" SHEAR TRANSFER NAILS TRUSS TO LEDGER L USP HGAM10 @ _14- jq_ EXTERIOR. WAL r52s� 4'-0" O.C. T & B (2) 12D NAILS SCALE: 3/4" AT 12" O.C. MAX FLOOR ATTACHMENT r5 0'_ LEDGER DETAIL 5 �1 HIP/RIDGE BLOCKING DETAIL �2 SCALE: 3/4" V-0" SCALE: 3/4" = V-0" 1\1'�j TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2-101" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH I COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—�, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O�C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. ---\ A I A CHORD AT ALL HAND FRAMED AREAS TYP. --�--WOOD TRUSS —J � TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING y PROVIDE 25" LAP BY FRAMER FOR PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. f 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN� 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK wl (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALLr,, SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX WOOD TRUSS SCALE: 1/2"=V-101" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ Z-0"O. C. MAX w/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @--INTERIOR BEARING SCALE: 1/2" = V-9' PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT Z-O" MIN, LAP SPLICE 11-01, 6" 6" 11-01, 6" 6" TYP. 0 0 1 0 0 SPLICE 0 0 0 0 2'-0" --SPLICE BEYOND PART. ELEV. VIEW I r", n r, DBL. KO. TYP. F-1 El El 24" M IN. (2) 2x8 P.T. L ATTArWt=r) co 2'-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER Tnr'_�TW�D .. I LAP sPLICE (2) ROWS OF 10d @ 6" O.C. ,�ART. PLAN VIEW LEDG Ilk SPLICE DETAIL (__5�4 SCALE: 3/4" 1 V,0" - i OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. 12 SEE ELEV. 3/4" MIN. AIR SPACE WOOD TRUSS 1" DENSGLASS ULTRA ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=1'-0" BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 15 LB FELT (SHINGLES) SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END & FOR INSTALLATION. GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4'ON EA. SIDE CEILING BClARD-----' PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX, ABOVE AT EACH SIDE OVER PARTY WALL �7 —9 __�2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED (2) LAYERS Vx24" PROPRIETARY x TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD W/ 2" STEEL H STUDS BETWEEN EXTEND BURN CLIPS AS PER PER SPECS. ADJACENT PAIRS OF GYP. PANELS. 2 x P.T. BLOCKING 2" FLOOR RUNNER R30 INSUL. MIN. FIRE WALL MFG. SPECIFICATIONS NAILED INTO BY FRAMER FOR W/ 3/16" DIA. x 13/4" j:: 2x4 LEDGER ONLY AT EACH PLYWOOD EDGE TAPCONS AT 16" SIDE OF STEEL "H" STUD. NAILING O.C. FIRE CAULK PROVIDE (4)-10d RUNNER TO BLOCK x TOENAILS FROM WALL EACH SIDE \_(1) TRUSS TO LEDGER LAYER 1/2" HIGH STRENGTH EACH SIDE STD 909 HOOK OR 5/8" GYP. WB. W/ 13/8" NOTES: 1 SEPARATION WALL IN THE DRYWALL NAILS OR DRYWALL 3/4" FLOOR . SCREWS 7" O.C. EDGES. SHEATHING ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743. 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) AFTER INSTALLING RBC'S UL-U905 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. PLYWOOD EDGE NAILING FILLED W/ GROUT (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"x4" INSPECTION PORT AT ROWS OF 1/2" TITEN HID STAGGERED @ EACH FILLED CELL (TYP.) 24" O.C. wl 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END, SEE 54/D1. Uj 1x P.T. BASE NAILER PRE-ENGINEERE /"'��STD. 909 HOOK FLOOR TRUSS'AT 3/4" PLYWOOD DECKING GLUED AND LO CL (SEE DETAIL) 24" O.C. NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD /_W/ —NAIL FLOOR TRUSS TO LEDGER GYP. BOARD CLG.--J 1%10 (4) 1 Od TOENAILS (TYP.) 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W1 8d COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CH R, TRUSS FOR AN AREA < 1000 S.F. AND SEALED TEM PENATRATION AREAS W1 FOAM. DRAFTSTOPPI SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.—// WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES P_-, \_8"x8"x16"CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. L 12' GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS' TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) z U) 1x P.T. BASE NAILER LO 0- 6X6 W1.4xW1.4 WWF. 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 9 (4) #5 CONT. —STD. 902 HOOK ON 3" CHAIR 8" 2f-0" 8#' (SEE DETAIL) 2—STORY PARTY WALL SECTION i4P�WO SCALE: 3/4"=V-0" SEE 53/D1 FOR — LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. BASE NAILER BASE BOARD — PER SPECS. CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN — SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT, /-k SEE PLAN � TOP OF PLATE __—q— LINTEL SEE PLAN SEE PLAN TOP OF WIND —WINDOW PER PLAN 8" C.M.U. WALL 10,-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL x x 00 TREATED SOIL 5 N 0 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" 0--0' F. F. VARIES WITH SITE GRADES SEE PLAN C= LU Q Z cc CU Co E /At 9, 0 E 1,1 ;0 lo �j qi < C-A LU FLO FE S S I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. (a W 4 sz, a 6 10 -1 0 A_- — 1,00 �1 - W :3 Lo . 8 4� U, M U_ LL LOU- LLI CL (a C Z 9 :S 04 W - W fn c� oo Z 2 .2 LL 3 < 0 < 0 z 0 U) Z i� < M (0 LU U Q) 0 LLj V) tfkk. E 0 L 0 404—i A C:) C.D M M Z z < U_ c6 E 0 00 C:� E TO 0< �z < 0 z C,j t .0 w =3 To W C: 0 0, z , z z Cn z 0) ca- 0 z W RO 18 C> C.0 5 (01 a) LO Cf) co > 0 0 LO _j cle) co 0 Cr 60 U) CL < +� iE 4—j 00 CNI a) 00 C) CO 'E (0 4 N < c=> M CO N U-) CN E M 'E :3 CO 0 z E E 0 CU 0 _j 0 1 _j JOB NO: 22-12504-12499 SCALE : AS NOTED SHEE7 NO. D 1 INTERSECTING WALL EVERY 3RD COURSE EVERY 3RD COURSE INTERLOCK MASONRY WALL INTERLOCK MASONRY WALL SECTION A -A SECTION B-B, A INTERSECTING FULL A BLOCK COURSE (FROM HER SIDE OWALL) B B INTERSECTING FULL BLOCK COURSE PROVIDE FULL INTERLOCKING INTERSECTING FULL MASONRY COURSE AT EVERY BLOCK COURSE 3RD COURSE ATLERNATING SIDE OF WALL WALL INTERSECTION rBB WALL INTERSECTION SCALE: 3/4" = V-0" SCALE: 3/4" = T-0" 1 d� k-c—� . n O -p x � m as a s c 'ayi o�Q 3 ee •as u � c r � C � O Q. V lift, '00,11111111 '•. GIN ,� • \ �� CV .. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N p o E Q U 04 U W , N ® _ � co n cc U) � � ai M v LL Q m -r W i LL d — Lu y L N v 6. i 0 _ — 9 O m ( O W 05 CP m Z Lo Nz a J LL a N OU < � W 110 v coCIL Z N th pp O cc Q N l U) � � a v0 �LL LJJ u 0 JAM �y N '� v C LL J _ � p = L I z N C cr Q m �� O W M co <Z co s z U- E 20 QO yN QR Q O U Z oa co CQ �a X V p 4 oo U U O < O N L ¢Z W o ¢ �z ¢ (Q C p y U y m U O , Z fn J m OF Q W � W. ono U ^' ? C Q �•�. o � g a k z S' z �3 oa Yo a �N a U � o > °LO c� o r L M CID d r 60 r (j) OM •F� ice+ O 0 N L0 F=— o0 N d Q 04 M CM C-4 LO CD ai (0 N T T M z z E E `m a O v 0 ¢ o C JOB NO: 22-12504-12499 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK EXTREME WINDOW FASTENER 4) SEALANT JOINT OUTSIDE EDGE OF WINDOW BUCK 5) SEALANT FROM WINDOW FRAME ACROSS WINDOW BUCK ND EXTEND TO MASONRY A 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW ME FRA LANT ED S RIDGING NG AND WINDOW CMU - MASONRY BLOCK 1) SEALANT AT NNDOWBUCKTO MASONRY 2) SEALANT JOINT INSIDE EDGE OF WINDOWBUCK WIN DOW FRAME ATTACHED PER CODE REQUIREMENTS 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V'SEALANT SOCKET NTH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1 Cut, fold up & temporarily secure resistive barrier above header to allow tor 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 REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 00 NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ( # in each detail that corresponds to the numbered items in the list o Pinstructions 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 WEATHER VE BARRIER & ZARILY SECURE EXTE WOOD FRAME CONSTR. - ]OR SELF -ADHERED FLASHIN SHE)�RTHING BY LAPPING DOWN ---� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) I ED FLASHING IR SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER A' u THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND 4 OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) NAILING FLANGE SELF -ADHERED FLASHING 1 (D 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) 1 SELF -ADHERED FLASHING E MIA 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 CR \A V-4" PER PLAN V-0" PER PLAN IN E 1 R4 SHOWER SEAT 4 4 4 131 INA SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER - A V- WINDOW UNIT A FLASHING REQUIREMENTS DOOR ROUGH OPENING % SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3/4"-V BEAD OF CONSTR. 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 NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER %e W11 RUX E 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 SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied ------------ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade I A I // � I V D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance JEWCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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 FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically aftached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PA4PER Self -adhered membranes used as flashing shall comply with AAMA 711 � All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTIVIC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF THRESHOLD flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 4�,= 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: Am 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 5 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 4 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 7 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4. 4. Continuously above all projecting wood trim, M. M 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING TCH HERED FLASHING 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB LU (1) 1 1 BOND BREAK WRB > 1 < SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE Z Z 15 it CL CL PLASTER STOP'� THIS GAP IS A RESULT OF IX LU Lu PLASTER STOP NATURAL SHRINKAGE. CL CL DO NOT SEAL. F- U) X: U) CONTINUOUS BACKER LLJ ROD & SEALANT DRIP SCREED PLASTIC 0 LIJ ACCESSORY Lu U) 3: 0 SOFF IT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BIREAKWEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGILASS STRUCTURAL FRAMING J. --,--STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH V \11111* IP BACKER ROD IS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 10 6 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 ASTMC 1063 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 C%J C= - I " I - UM C= r- C= In -0 C�4 2 W E wc U, 12 0 CJ 2! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Horde Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W 4 -4- E 0 0 8 20 9 o N 6 CD Q V) (� r10- 11� -0 1.0 ,7 u- cu u-LL LU IS 10 Z i 40. W �5'26 IS 0 2 CD o� W Z IL 05 . In Z0 Z4 a < 63 10) Z 0 en (D 0 = 00 001, a =: g * < LU U 0 V) U0 LU LU E 2 8 4) log CD co Z Z U- od- E 0 < ca. 0 F= U Z (13 1-- - CL E < 0 C) �0 0� 0 ru 0 0, Z , Z �z In 10 Z 0 C) R 9 2 0 2.1 C9 I co 0 .0 > LO co CL cc C=) > 0 LO 0 -J (1) -0 L- C C�> Cr.) cc 0 =3 50 0 65 CL C:) < 0 00 N a) CN LO 4-- 00 N C:) Co F- ::;) < 4 N N C:) M C? N (7) T- LO E ca C CIO :3 0 Z r_ E E 'D M 0 :0 JOB NO 22-12504-12499 SCALE : AS NOTED_ SHEET NO. WP -F- I ------ Mount] ng Brackets (10 G"ei ---�Q gym +1/2"x4-Ir2'x2-1r ITL bact Cross Suipport (May be cut to III Som Anchar 50edule Right Bradclet (16 Gauge) lill A325 (TYP.) OF #14Self-Drilling Screw$ W unlit Sworn Edge Hurr Icartestrap Wasirter-4 (Typicak3infro"t) Front Cross Support Sdf4jxkirvg Nuts fty be cut to W) Left Oradet (16 Gauge) 0 14 SW-041 Ing Screws Theu Brackets & Back Cross Support Irto All U nk Romm Side (Toicall: 3 each side for hurricane use) INSTALIATIO.N INFORMATION 4--lis, so-tallAbun, insiouluaisi am froov.1sil -rh ral Handrail Air Ross RAW Steel upon fft wa V*� Florida Department of Business & Professionei Regulation Wilding Codes and Standards Product Approval Application Detail Nip. I of I 1 Pil 012c2i entity or Date Dal$ li sending kilit 11 Tv" version Manutteolurior cortaot Indini Lloarl Valliclaftild By Validated 41tuldrill FOCAvoroval A[prove atatus) Affinhai 2D2Q $.an Wirt Prod.d., I., Iiii Grahath Harmes, F. Norer. P.E. Locke Bowdim P.E, 1:2,1812020 '121i'll IV2812020 Approved Calegoll Structoral Conpichents (877) 441-83M PE-73778 �334) 30CI-18811 "osbCaft"i Produds h1trodijOsd Asa Result of infoasmariventicom N-Taol Cori . all E-fil R.p� to. ix Rodda Ritostill Atoll or. U-sed Flord. Professional Engineer Quality Assunini for use Almrovd for Use Irl Design artists, Produl Description in HVHZ outside hill R,,hlad proulure I "Vusl 1 #154 510 D-Ir.ndl. FI-d-dVentil.tionVent 12JW2023 Y. Yea NA -1001-100 2 Sms"I Made, 11540-511 Net F.Pdon Flood and V.,flittlen Vert 1 WI)202S Yes Yes NA, .10151L`100 3 Shol Model #1 140-520 rsiolatedFl.colVent Imil Yea Yes, NIA IW1 IN 4 arromVisht Model IfIll �l Flood Vent lZaIJ20;!5 Y. 'N NA .100�100 5 Snni Modi #1 l IW.d; Garage Door Flood Vart IV31a= Yes. Y.a IYA NIA 6 Strol Mode *(1540-570 Wood W-11 insulated Flood Vent 12`3142M Y" Yes Ni iWloo 7 Smi Wds; 4151 14,51liquot; Gari Door Fil val IZ'3i402S yeli Yes WA WA Florida Department of Bualness & Professional Regulation N9. I al Building Codes arid Standards tA412IRI Product Approval Application DOW is ox; a� 'Ili !i is i: 2 all code I a 1 I Entity or A sig: IS a; 1� Palo F*rrdkia Date Yes- All-ftWrilir Carl inaoror&�:,Ml validated Villidatedl Submitted FOC apprall A,-,,d alaft. Revision 2020 Dmol metals. Inc. 'Jal Shumate Zachary R. A, Looll. msidAfl P.E. Da"1012020 sell 0812MO20 W13121320 Approved Calegidl Roofing [5071303-1511 PE-74021 (3341300-1800 SuIsCitedrom. Metal pooling hiturrostapdrai oom Compel Allethod: Evaluation Recent Itch a Florida Rao%finadArthilect bir a Licensed Florida Pnerassionsil English- owarrAssurame ApproyediforUse All ll All 11 jimperr or slarn Product Deserludon Cortrad libronalor Date In "i out"Ide, KV112 Rasistaht Pressure t Sol- ONO 1130146� DMIC 15D85, 0MG 178S, OMC 200-S. ili!`3117025 Yea No NIA tol-14i] OMC av Florida Department of Businesi Professional Regulation Page 2 .14 Building Codes and.Standards IMM22 Product Approval Application Detall 111 Code fft Bill Date Pandlim T-- Version Manufacturer Corstact & License Viefidted Valloraded SUbm !tied F13C Approval Approved Status Revision 2020 Therml Corporation Steve Jararson Lyn idt: F"E Rylart J� King F. E. 04M512021 1243112020 04122/2021 Oafoali Approsed Call Extenor Owns (000)04 7$ Ill Subcategory: Svianging Edionor Door Assemblies j-p.n@thaml r ..'s piano, Method: Evaluati- Rel from . m I'l.ridaR.Sist.redArohirlectora Licensed Florida Professional Engineer rLI120469M P�� 0"IttvAsemnal Approvedforkill Approvedforil ]mism 22l sesell It I liumberisrName Prod ud Demerloll Ccirdirallit Exinlrato in HV14Z Outside Hl Resistant pressure I b _Star and Smooth Nominal 6811 Aquotl mpact9i Opaque ini= NO Yes Yea, WA Cornpost. Edge Fibel... Single Do., x mirligurl 2 b. Thermal Fiber -Classic and Smooth-Ster Nominal 60i "l rinpactill Opaque 1MV2022 No Yes yes. WA Composater Edge Filtwgiass Stige Door with Elidoiltri (IntminglOubawling; XO, OXorOi -figiunal a o. Thermal Fibef-Clugid and $mooth-Star Nominal 618 "l rnpoct%i Opaque 1213112022 No Yee Yet, NIA Composite Edge Fli loattilass Double Door wth or ,vthotot Sis,lites, ilrawing/Outswing; )O(or OXX0 ourfig-tion.) 4 d, Thatmul Fiber -Classic And Smooth-Shar Nominal 85403gi "l mpaqu" Opaque IPJ31,12022 No Yes Yea NfA Composite Edge Fiberglass Single Door (InswinglOul X configural 5 a Thermal Fiber-ci2sslc and Smooth -Star NomIraI8&4'59;O "ihnpadl Opaque 12t3inom No Yes Yea WA Composite Edge Fiberglass Single Door with Side,lile(.) O.-Ang/0.1orwirs: XO. OX or OXO configurations) f, Thermal Fiber-Clsal and Smoodfi-Stase NqmInal 8'0 AqUotirripactfcul Opaque No Yes Y., NIA Composite Edge I Dollar vOth or Wth out Side liters il� XX or OXXO o.rdflaurstora) 7 11. Thermal Fibef-Classic and Smczth-Star Nominal 5&PI i3quotImpactilliquot: Glazed U131=2 No yert� Yea WA Cttmposste Edge Fiberglass Single Door (I n'talOol Xconfigiuration) 8 h. Thermill Fliser.Closso and Smocith-Stil Nominal,39*391,8 Glazed 1211 me Yea Yea WA Composite Edge Fiberglass Single Doorwrth 6idi (InawiregiOurtswing. XO, CXor Ol configurations) 9 i� TheTmi Fiber-Clasi and Smooi Nominal Sl illiquorlmloacdquot; Glazed i2j3lf= No Yale Yes NIA Composite Scl Fiberglal Double Door Wth or without Sideill Onswing/Outtai )V, or OVID configunatril 10 J. Thermal Fiblisr-Classio And! Sinai Noll 8'0 &qu.t;Impacr&quct; Glazed 12r3l=2 No Yes Yea NIA Composite Edge Fiberglass Single Door I I k. Thernni Fiber-Claiii and Smooth -Star Nominal :���ot: Glazed iV31=22 No Yea Yea NA Composite Edge Ribargai Single Door with advi OrheivingloutwArc XO, Oxio, OXO wrifigural 12 1� Therml Fiber-Closi And Smei Nominal 89001 &IquotImpactill Glued 1213IJ2022 No Yes Yell NIA composite Edge �le Door Wth or nautSidelitess 1: Ina: )OCor OXK0 configurations) 13 m Therma-Tru riber-Claasic, and Smooth -Stair Nominal 591111 8quotIhVact&i Glazed Molded 12ti No yes, Y.s NIA Open Composite Edge Fiberl Single Door 0 nswrojOutswil X configuration) 14 n, Thermol Fther.Cl2ssic and Smoodr-Star Nominal 88939;8 &quctlmpa,ct&quoi Glazed Molded 12t3lrA22 No Yea Yale NfA Open Composite Edge Fbergir,91rate.Door VAth Glued Id Operl dellial( ) (I rigiving/OutsWri Xq oxi:DOX-0 configurations) 15 o. Thermal Fber-Cl2as[c and Smooth -Star Nominal 6Sr,6,94uotlmaact&qul Glazed Molded 12131J= No Yes Yee NIA Open Composite Edge Fiberglass DaUblaOoorvidth or without Glazed Molded Open Sidl (Inswrig/Outswing XX " O>= conrfiguratlons� is p. Therml Fib-Claac and Smoi Nominal al &qutlmp.ct&qqct; Opaque 1213lf2= No Yea Yea, NIA Open Sideli (In P/Outj G: XG: Ox 0 X0 config""Ators) 17 q. ThermsI Fiber -Classic and Smarith-Star Nominal UAl &quattmitactiliquot Opaque 112131=2 No Yea Yes WA Al Edge Fiberglass Double Door With or G lazed Mokled Open Sidelitas �ln&WngfOutavvi XXorOXXO carligurations) Florda Department of Business & Professional Requiador N. 1 1`1 Building Codes and Standards 110=21 Product Approval Application Detail QRM Evil m 20 Pandloa MR Tlim W14011 Ranurfalurer Cents Iftialne" a utaina; VaIll Sy Validated authiltirsol FOC Approval Approved! ams R.". 2029 Ill J Ros ... Id ld.nd-Dade Bl - OER Mi.m-Dadsl BOCC, - VAL 1111912020 II12,v2G2Q App-d Catei Etri., D- l�1)48ol 3tii-2sqa subcdogism Slidsg EAvi Door Asoomil Comi Method; Cintlitiefl. Mark or Usti Quelty Assurance A plarovird for Use Approved for Use lenjol Rill 1.*11.NP!d) Product los-latiso 1, 14911Z outside H Reuel P..... a 11�111= vkv Bill Glass Do., 04A442021 �?- Yes Y.� R/A Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date. EXTERIOR DOORS ITherm IFiber-Classic A. SWINGING aTru and Smooth -Star (NON4MPACT) F L20461 � 1 +67.0/111111 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL204-68 +67.0/1 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 F Lel 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205,.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 80001810018200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/3112023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries DlVslon of AADG, Inc 607,707,727,747,and 847 Single & Pairs, of Doors FL1 1537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 F L239.2 NIA 7/30/2025 Eella Corporation Series 10/20 FL11206 +35,,01-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60,0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 + 55.01-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL1 1161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 Nl 4/30/2025 Pella Corporation Series 10120 FL6694 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261A NIA 5/2612026 E. OTHE R 3. PANEL WALL A. SIDING James, Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding F Ll 3192.1 - FL1 3192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL 15272.2 +75.0/1 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sort FL16544 R5 +54.2/-54.2 psf 7/3,0/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPFIALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roo� 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (fbr Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOTUSED I D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 919/2026 Florida Metal Products, Inc Vent RV10 FL215803 NtA 12/3112024 Lomanco, Inc DA4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Borial Tile Villa 900 FL7849.27 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NI 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Gahanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A., WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates F Ll 999.1 - FL1 999.4 NA 12/31/2024 MlTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25120,24 Florida Department of Businesi Professional Regulation Page 1 of 3 Building Codes and Standards 1125,2022 Product Approval Application Detail 'l �:i ; isiol i 11011 q a :;! 'I IIJIM mm 1, 11a !tire 1 is; 1 9292 pi le i; i RM P= Datapeuding im Versio Manufacturer cant Will vallclatel vaudats'll Sulerniftill F5C Approval Approved Mu Revision 2020 The"i Corporation Steve Jaspasson Lyndon F Schmidt, P.E. Ryan J. King,. P.F� 0712312020 07112f2= OW2912020 IVIW2020 Approved Category: E�teril Doors (900) 8434623 PE-43409 (813) 76T-6555 SulsCratl Swirl EKiterior Door Alleamblisrs slasopersoonCtinerm8l Compliance Method: E�luaton Report from a PlotlotaReglitered Achteal Licensed Florida Pronessional Ertl Sao "Is Joined old Model. Number or Name lanaduetbascirlotion Approvadfor Use A Corkai�� Date In HVHZ Limpact Realilitan Design Pnrssure 1 A. Therri Fiber-Claossic and Smooth-Ster Nominal e&#$9:8 iliquot�mpactillquot; Opaque Year yes Y- NIA "'T Door (In. 2 b. Therma-Tru Fiber-Clusio and Strooth-Stator N-M cl Opaque Inn= Yea Yea Yes NIA Computers, Edge Fiberglass Single Door wth Sidelkosi OnswingtOutswitio; XO, OXor 0XO configurations) 3 o. Therml Fillow-Clarl and Smourilh-Star Nominal Silii liquot"ImpooAquat; Cipaque 12nl= Yes yes Yes NIA Oompoeft Edge Fiberglass Double Door Ylifth or v,fthout Sidelitas (IneewthilJOurtsivirrig; XX or Qi configurations) 4 d, Thermol F1W.Classic and Smooth -Star Nominal S&n9,,O "Impaot&quoI, Opaque 12r3l/20�2 Yes Yes Yea NIA Composite Edge Fiberglass Single Door (I nswrighputswirv, Xcionflijurall 5 A. Themni Fib-Cl-si-rd S.-th-Sta, Nomiam I BA43R.0 &quol:jmp2ct&quo� Opaque 12J31f= Yea, Yale Yea IYA Com Fiberglass Single Door Wth oloj;d;rs So. �.) hat"Givourswiria)(0,0xisroxi) configurations) 6 f. Themni Fliosr-Clasall Srs000tl Nominal 8'. 0 &iquot.impactil,quet; Opaque 12J3112022 Yes Yes Yea NfA Collocate EdgeFIbar9l:A.Ooub1,e DOorwith or without Sideliteor . Cuts.,, XX or 0)QK0 oonfigunsi T g. Thedirl Fiber-Clossforand Smouth.Star Noll f&Ma acluckimpacmquot. Glazed 12J31r2022 Yes Yea Yea Ni �CorrrpCirhar!Edg. Ffbill Single Door finswir4Oul Xcionfigural a h. Themsel Fiber -Classic and Shrooth-Ster Nominal Squct',linpactiliquol; Glazed 1 MI 120?2 Yes yes' Yea WA 121 CtZ.1"I"Il" -9x- Irt W . orr.. eonfiguna lorl ZtS 9 i, Themi Fber-Classic and 5mooi Nominal &quct;lnnpact", Glued 1213112022 Yea Yea Yea WA Composite Edge Fiberglass Double Door with or Wth0i Sidelli (IftswingtOiltaNA(Ing; XX Or OXXO ,configoji,al 10 j. Thermal Fiber-Cial and Shrooth-Star Nominal Mi "Inrpact&quut Glued iwal= Yes Yes Yea NIA Composits,Edge Fiberglass Single Door trawing/Outeavingi X configuration) 11 k. Theorrol Fiber -Classic end Smoothi Norl 810 &quo"rnpact&qua Glazed IWIr2022 Yes yes Yes NfA Compos",Edge Fiberglass Single Darl Sidelite(s), OrrolivioinglOurtal XO, OX or OXO configuriatione) 12 1, Thermal Fibw-Ctsi And Smooth -Star Nominal W39,15 &Iquotimpi Glued 1 V31/2022 Yes yee, Yes WA C Fiberglass a Door with or 17 XX or 0)0(0 ponfigunal 13 m, Thermal Fibeir-Classilc and Smooth -Star NomIn2l,5=Ql &qtJ0t;Ihhp2Ct&qU0t, Opaque 12nll= Yas yes Yea, NIA Compols[WE"91 Fit 10115 1 Dool-WtiI "Non-l-1--q-il = Iln itswing; A0, OX or QY,0 configulabors) 14 n. Thermal R Isi Iiii and Smool NX &qurstjrr9act= Op quo IMlr2022 Yes Yes yes NIA Composite Edge Fiberglass Do co= iliquot;Non-Impal ot: Sidelites (I newriglOul nii; O)VO ocnNuration) 15 o. Therriva-Tra Fibler-Classicand 6rincrath-Star Nominal awe;o squotimpaclBiquot; Opaque 12J3112022 Yes Y'se Yale NIA compoaft Edge Fiberglass Single Doorwth 9quotNorl so quot;Sdelitel onswingfOu= Ol odirfQuI,ations) is 1p� Therml Filser4lossic and Snomtri Nominal S&#Ill iliquoi 1213laOZ2 ya� Yea Yea NIA Composite Edge Fibt9i, ill '&doogion.Impecaquot; Sloattes (insWirg/Outsl OMO configurationj 17 q. Th.mi Fliber-Cosilisk, And Smoroth-Star &qctri-limpectiiii Opiroo. 12J31=22 Yes Yea No NIA Composite Edge Fiberglass Single Door finswingtoutal X configuration) 18 r. Th-al Fiber-Chossic and SintsoIth-Stal, N.minaj8g,.B":Non-impact" Opaque 12131am Yes Yal No NIA Composhe,Edge Fiberglass Single Doorwith adefill XO, OX or OX0 configuirepi 19 a. Therni Fdoer-Clasal. and SrroothStsor Nominal 6'S "Noh�Impaob&i Opaque I n1 12G22 Ye. Yea N a NIA Compoeft Fogs Fiberglass Doul Door Wth or without Sidelfies; (InavIngiOutsiviihni XX or OxXQ caringural 20 t Thermal Fiber-Claissm and Smocl Nominal W3e. 0 illi Non-Impect", Opaque 12131= Yes yers No NIA Composite Edge Filbegansis Single Door (InswingfOudevvire; X co Notation) 21 u. Therml Riser -Classic and Shri Nominal 8"$9.0 8quot;Nbil-impacaqui Opaque 1MWD22 Yes Yes No NfA Composite Edge Fiberglass Single Doi with Sidelite(s) finswinglioutenving; XO, OXcr OXG ratronsIt 22 �hsrmi Fibirr-Cl-si-rd! 8-th-SI., 0 Aquc&,Non-mpad" OpBi 12JSI)2022 Yes Yea No NIA C.m=8&099 b" Edge Fiberglass Double Dorl at without Sidelites fInswinglOubloring; )O(or Ol configurations) 2S w, Thermal I'llbor-Cisol and 5moi Nominal W39A "'Nal IrnRolAquoi; Glool 1213112022 Yea yes No NIA Composite Edge Rberl Sil Door In 24 Therri Fiber-Clasi and Shnooth-Star N-7.1 Glued 121'31121122 Yea, Yes No WA Composite Edge Fiberglass Single Door with Sidolitai OraWnSlOutavuni XO, OX or OXO conligurations) 25 y. Therma-Tru Feaf-Classic and Shroodir-Star N mn2l6'8&quat;Non�impact"G]med " it 12f3lr= Ye% Yea No NfA CbmposteEdgel'Itterglass Double Door Wth or WthoutSidelites XX or OXXO configiandon&) 26 z.Theirms-Tru Fber�Classo and Smillosth-Star Nominal Glazed 42131=22 yels. Yes No WA Composite Edge Rberall Single Door answiWfiZutemi X configuration) 27 Thermal Fiber-CiassnAnd Smoth-Stpr Nominal 88dt3g:C".Non-Irripaotgquot; Glazed 12J31rZ022 Yea Yea No WA Compo.itis Edge Fibenilisais Single D with (InswinglOutal XO, OX or OX0 ons) 26 zb. Thern-ra-Tru Fiber -Classic and Smooth -Star Nominal 8039;0 ":NcnlmpaQI&qucat; Glazed l2i3lJ2022 Yes Yea No NIA Compopote Edge Fiberigiass Double Door Wth or Wthout Sioll pre.,ning/Outswini XY,or 0)0<0 configurations) Florida Department of Business & Professional Regulation Page I or 2 Sulkling Codes and Standards Product Approval Application Detail i le i;i i lis i 1 1 1! 111 Code I ilil jil gil-i Entin, or 0: 2" Doa. eirnitlInA MENEM Pitt mm Viii Warroutsaignar Contact viliftdatsod Isi Subruded FacAvarl A-r-rd &at, Rrl 2020 MI VAndowis and Doors erentsiting" Luis R61borto Lcmas Sbrn M. Ul PE IM012020 1"&2020 ICY1917920 12/1=20 Approved Cereal otterio, Doi I 1i 385�33013 PE-B2514 f?17)31T-8454 "calegow. Slol Exteror Door Assemblies Compliance Mishrol Evaluation Report torn a Flooi Registered Ardiftect or a LIZsal Florida Profil ErhSirear QualltitAmrall Armortodforyso Ai*rQy.,j nor use UAW R"ll Product pil-riptlo Contraol Wirri "A in Hvi outside HWIZ Reshil Pressure 1 =UMINUM $GO SERIES 420 ALUMINUM SGID QXO IM112024 No yes No N/A 145-314&q..ta80&.q..t; MON-REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUMSGD OXXO, XX 128V2024 No Yes, No WA allao' ct;xaC&qut HOK-REIN FORCED 3 SERIES SGO RE5NFORCSQ SERIES 420 ALUMINUM SGO REINFORCED OW 1MV2024 No Yes No WA :20ALUMINUM 145-3149A.oI;.96&q.o1: 4 SERIES 20ALUMNUMSOOREINFORCED &ERIES420.ALUMINUM130DRE�IFOIRCEDOX. 12/3iJ2024 No Yea No N/A XO.)O"Mguorx9S&qU0t: 5 SERIES 42CALUMINUM EGO REINFORCED aERIES420ALUMtNUM60DREtNFORCEDXXX 12M1120241 No Y.. No NYA Florida Department of Business & Professional Reau latlon Building Codes and Standards Product Approval Application Detail P.A. 1 &2 102921 f" Eni or Dats' 291 Date Flooding 292 Ba Version Manufacturer cortard artalnal & wrierl validated By Validated submitted M Awroval Approved 20A. Rwaion 2on WAW,069., . division of Ovseha.d Door [)way,. Konfish John 5. S..srs J." P- Anne-, P,E. 1CY1212D20 W29M20 10rM020 Appi Corporation IVO)79"121 PE_ill (9Q4) 821-52oO ::s1l.gi etl Do., dkorrishOwayne-dartarl Sulloclatepery! Sedimel Exterior DoorA-bfim Corriptlarm Ndhod! Evaiusfien Report from a Florida R1,619terOdArchitil Licensed Florde Profasst.ral Enorw Audi for Us, Approved for Use calsbart At" "It Model. thaterr or Mae. Product Description In hvi oultslide H Retrial Pressure 3 0018200 #1105 M#M: M.-fth. 14': M. height. 011 I 2131,202� P40 Yes Yes -31.Cl Vallal in top or intermediate, section. 10 800/410MZ00#1123 160W Maxvildth. 14MO,. Maxhoght, Dial 12411421023 NQ Yo. Yes .3010-53150 avollabloinfolo irlirlsinmod4te sai 11 8000181OM200#1124 1 OWT Maur 1AIII 14W91. Max helght. GIang 1213112023 No Yes Y. 34,401-3k3l) "gable Irl Florida Department of Business & Profmlonal Regulation F."i oll Building Codes and Sta ridards i05=1 Product Approval Application Detail code entity Ra Date Di Poildho we MLM Wirsion Subsildisd FSC Aussiresial A,,-,d Status ReM.son 2020 1., TOM Rattay UL LLC Troy Slishillp. P-E. 12`1012020 12101f20120 12al/2020 Appro6edl "a E Pee 041 494-2813 (954)947-0680 '�Tor Sulbil derIPrDWrC4rP0jaht8 o"I"Aft"Illoar'sobl-y- CompIll Islethod. Certification Mark or ustring ji. Quallty,lossurance Approvedfol A ed for Impaill Design 5-0 "Aln 'd "7715 "T R,,d,,t osso'how. . - - - =I ImMVHZ Outside RVRZ R.0stal 1 717 1"i 64 T Ski ple a hul Ps, Its ol Flo iii Glal And I-o-roul ifirglei pairs of 12)3112M Y Y. Yes WA Doors hallow monal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paree 1 of� I W021 Cn > c- (D 2 CD- = 0 0 " U) CU 0 -cu Cn 0 C 0 5- q -0 3: CIO = .0 -41 CIO U- %+- 0 - C10 > Cn -0 U) E CIO 0" CU -0 12 . = 1 Cn ca. Z Z W mi U2 eariesse cls = C, E. &- C-4 >4 cl Cl- cc C2 cl aus 42 C5 CP cc Cx: = Cl E Cc 0 tj CD iii Cn > 0 > Lee.., C:L 0 feessell' 0 =3 "i 0 < U) M W < SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Page 6 Of 9 Building Codes and Standards 10,2022 I i lsl'lt�r iiIrim�,�! I i I's i!:Iii�ii;ii:li;!;I!iiii: N 1 !let Wool l i i ;: la a Product Approval Application Detail I 1; ill 1 all ponial i i :': �Iii low rode I I i: : I : � ���� Entity o 21ft M, 2WEInslinto Date TV- Version Manufacturer Contact Enalmear-SLUcerse Validated By validated Submitted FSOApproval Approved status Revision 2020 Thermal Corporal Steve jonsIl Lyndon F Sol l R E Ry.in J. King P.E. I l 09i'll I W 3/2021 12M5/2021 Approved Gadifiliciry Exterior Doors, (8l U3-7628 PE-4U01? (813) 767-6556 Subcategory: Swirl Exterior D-l-Aeaciradies sjasperson@thermatirl Compliance Method: Evaluation Report from a m Florida Registered Architect or . Licensed Ficirlda Is jA(gfff1_Rj Professional Engineer , , : � _ r Fs, - - � , _ _Z,,, �: I I � I I I I - -, I I I I I 11 111,7'� , r'. , I I I redil - � , I � � - - . - , I - I 1: , - '� ,� - I � I I , Qualfty-Assural I I I I � � , �' , � � , Approvadfall ApprovedforUse I I Impact I - I Desion Sao # Produ at Model, Num be - or Name Product Description Coiriffil Expiration Date in HVHZ Outside HVHZ Resistant Pressurse 1 a. Thermal Filber-Classid and Smooth -Star Nominal Wl ",,Non4mpadtSqul Opaque 12)3V= No Yes No W Composite Edge Fibergill Single Door (inswirgilOutsil Xconfiguration) 2 b. Therma-Tru FliberClail and Smoordl Nominal 6firii &qui*Non-Impaq*ul Opaque I , 12il No Yes NO MIA Composite Edge Fiberglass Single Door with Sdelite(il (lnsWrgt00tS,l XO, OX or OX0 config.niiii.n.) 3 c, Tharma-Tru Plibel and Shicall r Nominal 69ill Selluct;N6MAmpall8quot Opmqua 17J3112022 No yes No NJA Fiberglass Composite Edge Double Door Wth or without Siclalites. (Polvving/Outsvill XXcvC)= configurations) 4 d. Therml Fiber -Cal and Strical Nominal 7A#30;0 &quakNon-ImplactAcul Opaque 12W= No ye's No N/A Composite Edge riberglass, Single Door (InsyAngfOutawing; Xcontguration) 5 a Thermal Fiber-Claral and Smoctl Nominal 7WIR.0 Iluctict.Plon-ImpsoMpul Opaque 12MIf2022 No Yet, No N/A Composite Edge Fiberglass Sil Door with Sidelftol ona�vdigloutswnl XO. OX a OX0 courifigurill 6 L Therml I'llsor-Ciassic arid Smooth -Star Nornhal 5a;D"NonImpact!l Opaque 12131t2022 No Yes No NIA Composite Edge FlIserglailill Door (Inswir,210utewil X configuration) 7 2. Thermal Fil>�Cal and St-rivoth-Stur Nominal %#3Q;OS�quotNon-Impac4ql Opaque IW1=22 No Y" No WA Composite, Edge Fbilinglass, Single OpQr;th Sidell OnswinglOurtawl XO, OX or CXO , configurations) 8 h. Thermal Fib�Clal and Stmoth-Star Norrinal 8&A39;0&quat;NDn-IMPadt&qUl Opaque 1261Q022 No Yes No NIA =.be Edge FlIbarglars. Double Dow with or sidelfies (Inswing/Outol XX or OXXD I . . rifigural 9 I. Therml Foar-Closul end Smooth-Sbur Nominal 69#";8&quat�No�Imp,ap*uot,.Glui.-� 1213112022 No yes No MIA Composite 8l Fiberglass Single,Paor InswinglOurtswl X configuration) 10 1. Therma-Tru filbef-Classic and Smooth -Stir Nominal aludl "hlon-I mipa6tisquot Glazed 1213IJ2022 No Yes, No WA Camp -It. Edge FIbergkoss Single D.6rWth Slidell (lrmssitIgtDU1soAAng: XO, OX a OXO otInfigunatQns) 11 k Theml Fiber-Ctassit, and Smicorth-Stair Norrilral 68939;83quotNon,Impact" Glued 12131=2 No yv,s No MIA Compl Edge, Fiberglass Double Door Wtb or I Without Sidelites, (InswingtFOutswing, XX or OXXD configurations) 12 L Therml Filber-Classic and Smoot�,-Star Nominal 7&i "Non-Impadll G�azodl 121SIM22 No Yes No MIA Composite Edge Fibisiglissis Sinal ke Door Inswngfourtswing; X configurati-) 13 m. Tl,-..T. Fib-Clealsill S—In-Sol Norninal 7&*39;0&cjuot;Hor-Impact&qul Glazed Composts Il ribergess Single Door ,vitti 12d3l,`2022 Nia Yes, No l 14 n, Th6mnal Flbisr�Clasfil and Ernooth-Star Sidelil 0 noWWO.drwinti XOi CIA or OXO roffliqUiBil Norl 8'0 &qUotition-I moaditol Glued C6mipol Edge FIberglass Single Door 12J31=22 No Yes No MIA 15 .� Thermal Fiber-CIll arid Smooth-Sidur (Insiving/OubsWirl X configuration) Nominal sW9;6&tuat.Ndn-hnP.ot&qudt: Glued I Compasite Edge Fiberglass Single Door "th Sdil X0, OX 12;31i2M NO yes No NIA 16 P. Themmil Floer.Classic and Smodl (I risIving/Outsovil or CXO configurations) Nominal 5'0"Non-Impactaqul Glazed Qompol Edge Fiberglass Double Door with or 1=1=22 No yes No NIA 17 q. Thermal Fild-Cratil and Srnkooth�Stojr lhfthoUt Sidelites (I nsw1riti/O.tswrl XK or OX>(O configurations) Nominal 6S;8"4Non-lmpsk,t8quat: Opaque Composite Edge Fiberglass $h g Is Door with 12J31 Q022 No Y " No NIA 18 r. Thermal Fiber-Clool and Smooth -Star Transam (ImPiving/Owtsl QfXclonflyuration) Nominal Sal aqw0tNon-I mipsatl Opaque Composite Edge Fiberglass, Single DoorvAlth Sid.lil Tnom Ol 121392022 No "as No NIA 19 a Therml Fitier-Classic, and Smooth -St., and (InaoningJO.del C)IOX or 0vOXQ configurations) Nominal WM;8 ii,quimNon-Impapt8quot, Opaque I Composite Edge Ribeinglass, Single, Door with I =I]= No Yes No NIA 20 t Th."a-Tru FI bat-1-Itissfe 0 rd Ernooth-Star Siddlitil (1-voing,Cul XO, OX ar OXQ Continuous Head and S1II configurratlarst) N rimirdil 88039, 0 "iul r-licale8l Opaque Composite Edge Fba,glass SinglarDoo, with 12t3112= No Yes No NJA 21 u. Thermili Rbe,Claual and Smadth-Star Sidelite(l) OnswinglOutswing; XO. OX or OX0 Continuous Head and Sill configurations) Nominal 6&M,8 &qWtNon-lmpscf&l Glazed C,timptil Edge FosirgLaaal Sings Coar with XO,-DX 12nil= No Yes No NJA 22 v, Thelmia-'I'm Fiber-Gloull and Smooth,Eker Sideltill (InskOng"Ourtswrig; or OXO Continuous Head and Sill configurartbrus) Nominal 8&tl &iquMflon-urroactliquot Oilseed Compol Edge Pill asts Single Door with 1MV2022 No Yes No NIA 25 w. Thernrol Filher-Classlo ardSmocith-ster Sidelitel (ln,trrgtOuSW.l XO, OX or QXO Continuous Head and Sill configurational Nomlna[6&0�0,0"Non-impacftq�b� Opaque Composite Edge �JldanilousaDcor Panels vdth Vented 12t3l,(20�2 No Yes No NIA 24 X. Thermal Fibet-Cla"l Smooth -Star $idelithol (Insvenglourtawl xx xy,x9l QpInfigunifigne) Nominal 8WI9,0 illkluotNor-Impactiliquot Opaque Composite Edl Fiberglass Door Pil vath Vented Sidelil UMf2022 No Yes, No WA 21. y. Thannal Roar.Classioslid'Smoill (Insvonghoutal X)( XXX or >0W config.isl Nominal 6'S&quol;Nnn-impacf&qul Glued Composite Edge Fiberglass Door Pill vAth Vented 12rW20M No Yes No MIA 26 z Themmli-Tru Fber-Classio and Smoath-Star Sidelitel (frisvving/Ouberwing; )CK,,)= or X%= configurations) N.mini BUSQ;Q &q..tNcn-Impact&quual Glazed Composite Edge Fitergiouss Door Poll with Vented Socielfie(s) 12MI2022 No Yes ND MIA 27 ze. Thenmill Fiber-Clasward Snrroath�3tar onsvvinglOutswing; XY X)(X or XKXX configurations) Nominal 8M$9;8&quct;Non-lrw.t&l Glued 12MI2022 No Yes No MIA Composite Edge Fiberig lass Single Door will 36sl 0 aciefiltel Onsung/Outswing: XO, OX or OXO configurations) 28 zo. Thavirl Fibst-Classia, and Stricath-5tar Nomml 6R:884uoiNon-Impat9&qul Glazed l2f25112022 No Yes No MIA Composite Edge Fiberglass Double Door wilh I 3039.0 Sidl (I nwArigpicuitwomg, OM0 configuration) 29� zo. Thleirml Fiogir-Clasil and Smoolth-�Star Nominal IIIIal liqu9tNondinipeoAquot Glued 12f3l/2022 No YM No NJA Composite Edge Fibeigase Single Doorwith �Ul , Sidelitel(o) (InswrigiOutoolving; Xa, OX a OX0 ca"Nur"Non.4 30 Zd. Therml Fiber-Clasmcand Smooth -Star Ncimna I)a�0&,quatNpn,�mpact":,Glazed 1213112022 NO Yes No NfA Composite Edge Fibergal Double Door wo 3ful Sidillftes Inwsingloutawl 0XX0 contiguraten) 31 ze. Thermo-Tru Flder�Otisgllcandl Smacth-Star Nominal 7'0 &quatNon_Impaot&qul Shaker 1213112022 NO yes, I'll NfA Still 4-rnposifte Edge Glazed Fibeglaso, 'single Door with or without lil Sidelitil (fronviiii(Outswing, X. OX XO or OXOcorifigurations) Florida Department of Business and Professio no I Regulation Building Codes and Standards 311512022 Product Approval Application Detail FL#5259-R31 Code Entily, or Date Date Date = Status lype Version Manufacturer Contact Engineer & ._ _ Yaliclarted By. Yalliclated Submitted Pending Awroyed Approved Revision 2020 POLYGLASS USA MaluryAllpert, License John W 1012WO20 10f2Q12020 FBC 1211512021) C"cl Roofing S95423Sl33OSmalpert@polyglass.�m Robert Nieminen KnLzevich, PE ll Subcategory: PE-59165 (954) 772-6224 11101/2020 tJnderlayrnishts Compliance flillethol Eva lual Report from a Florida Registered Arch itect or a Licensed Florida Professional Engineet Products FL#6259-R31 Quality, Assurangs awjv&gjgfLll AmiligAiijar Ym tifiliflA pool go-91A Product Model, Number or Nam Product Dissocrivilizin Contract EMIration Date In-ifill outside N Resistant Pressure 1 Polyglass Roof Underfaryments Roolngundellayments IMI)2m No yes NIA 4WAI-622.5 1 PolyglassRoof Undellayments (HVFIZ) Poll roof underlayments for use In FBOlMal Yes No N/A WA HVHZ).rSdIdtIQ 2 Polyglal Roof Underlayments (nori Foll roof underlayments, for use in lV23l No yes NIA -WAl Ill norl jurisdictions. I Polyglass Roof Underfayments (WHZ) Poll mor ungerlaymentsfor use in FBCl2j2M= Yes No N/A N/A HVHZ junadictions. 2 Polygess Roof Undeftyments hol Polyglass roof underlaym ents, far use In 42312023 No Yes NIA -NIAI-622,5 FFIC non-HVHZ jurigifictions. 1 Polyl Roof Undelayments (HVHZ) Pdyglass roof underlaym il for use In FBCI 212312023 Yes No NA NA HVHZiuri.dicf,—.. 2 Polyglass Roof Undedayntents (rion-HVHZP Polly0lass, roof untlerlayments, for use In IX23l No yes NIA +Ml FBC mull jurisdictions. I Polyglass Roof Undsidayments (HVHZ',i . Poll roof underlayments for use In FBO 11212312023 Yes No NiA NA HVI-lZiurisdialionis 2 Polyl Roof Underlayments (non-14VHZ) Polygll roof underlayments, for use in J212312023 No Yal NIA -Nl FBC non�HVW jurisdictions. Florida Department of Busil Professional Regulation page I l Build rig Codes and Standards lassl Product Approval Application Delta H , 1 ijjs�jll! all li ill ,!all a ii 1 1 gi 1 :i 1 ; i i ; I i i ; I i i I 1 1 i Call 1i 11jill1m; 1 1% al ar 1 RINMEM am Date Date Pendird, MEIER= 2IN Tv- versil MAnulactunor contest Enotiness-AILIcomel VAlklial W Validated Submitted l Adaraval A,-,d -,W- Revision 2020 Will Int. Enn WWdol JCC Evilluaffloh Sel LLC ICQ Eval.ol a-kal O&MIrtl2l 08MOW21 002(2021 Approved call9l strial Ca"Pa"'Irl I962) 89&8635 LLC. Subcategory, Tru. Plot. onalilden-ILDrl C206) 599-Slil compliance Method: Exiguallorl Reipod from a Pl.�[Uctr�l-it-6:r* uWgiialfir.daid, I , _ _ - , � - I - , - � " ! �Z , '� , , � � , - -,- '� , ,� 1:' � ,,, � ,� , I , 11", 11 , - I '� __ �'- "�" I - � - e _11" I - � � ,,, r I I - I I � - I 11 I 11 � e , � ' �� ".1 I � ' L� :� "": , �' , " , : , , � ", .' " L � , " I �: , 11_le I , , � ,_' " I— ""I'll � ", : , I I , ", � "j, ""I � , �' � ,f I I , �'��' , I -1 � I, '' .1� , , �_ " '__ � " " ", 11 I ". ___ , " ", , , � __ � , �� , - �, _ _ , �"' ",_ - , , � , " _ _ " � , , � '� 1� , � _': �' 7, '' __ _ _�__ " , , " '_._'___" __ �' - -1 �: � � " , T ,� � 11 I 11 I , � I :' � I , � ,� �'�_ I , 1 , I , I -� " , I � " I " " I , ", �'' " � " ; - .11, ". '��_ � Quality Asdulml Apor.4.4 for Use Approved for Use IMDW o"kin _"' INA Prol Mol Number or Narral fretful 01,600010tal galf, 1.1 Will Outside HVH Resistant Pressure 1 M16AH8 ia go. high strength trusacomil plate JV31=2? ves, Yes l NIA 2 M�l 1'8 go al high Stangth,trusS connector Platt 1VOlr2022 Yes Yes MIA WA 3 Mill 16 16 got. truss, connnotoll 121310022 yes Yes MIA l 4 MT1 8HS 18 go high �trerqth miss conisoctor plate 12niat)22 veil Yes l I'l 5 MT20HS 20 9&. high Stroll me 001"resclor plate 12131,2022 Yes yes MIA N/A a TI-18. Ml 18 go. t connedorplates 1W31,2022 Yes Yes NIA NYA 7 71.20. MT20 20 ga. his connovol 12jal,l2022 Y49 Yes. MIA WA Florida Daps rtment of Business & Professional Rogu lotion pal art Florida Department of Business & Professional Regulation Poo. 1 arl Florida Deportment ofBusiness & Professional Regulation Pope I of 2 Building Codes and Standards ISI2021 Building Codes and Standards, IF=21 Building Codes and Standards I 5,1021 Product Approval Application Detail Product'Approvall Application Detail Product Approval Application Detail Q& Bell ;W_1 2k, Data pending us �m Ent"or 11111 = Dal Pontine Em AM Code 2& Sil ItIl eml 292 Tita version Mantriatiturer card Entill A License, Vididated By Volidated autrualusil F110 Awroyall Approval Stal Z= viol N,-f,,A,- Conrad Entarial U—, V2MEL4od fils, Voft.d siterutboal Fill Annuival A,,r-,4 Steel T vaman man.ractunar Contact fisid.W&I.Worms, Wilidalad Bil V,lk$*,d Stlignifted Fall A-ros,al Atsonavoil fifit"I'Ll Affirmistan 2020 FIGTIndustl J.a Roal Wismi-Ced. 13000 - CER Mismill Sol - VAL I IM12020 11105= 111`11/2020 Approved Ra~ 2020 I Yl and Doom Bricht.slilinger AmeraoinArclikecturai Eleven K Uldch, PE 1OMS12020 IW612020 luill Approved Ra,A.i- 202C MI Vind-Ilind Do- arant stlinger Annsulcan,'Vahlbel Steven IA Ll PE 11)2212020 1 la=020 11,2&2020 Appl Category, VVIrl (9411486-0100 (786) 315-2590 Category: VffidoWs (T17) 365-3300 Misturtlictummi Association (717)317-8454 caliel Windows I717) 361-2309 Mariiiacturem, A-ml (717r)217-8454 SubCalegorr- Single Hung Irosioesidtigigitincluill subcategory: Hcdzornl,%dK bsfirn-g.rorniod- subcategory Ftaid b0ingera.Ked.coms Cominlifince Mobod: Corelostan Mark w Lisfing am Compliance Method: Certification Malk or Listing ca"Wilart. Method- Cartifil Mark or Listing - - I � I I I I 11 I I - I I furill"29 I I I- -_� - I _: - T � I - - , I - � - I I I -, - -1 I I - . � - I I . I 1, , I I - I - ' - I 11 .1 � - 1 I I �_ - �' __%- -_ - I �' I - I � -1 �' I "I I r . � I - I I -, jf�f�i R, - � - ,-,-- - - " '- -_ - aducts , , - � -:�- , -, - I I I I . � "I I - � I -_ - I ''I - '.1- I . I - � - __ 1 1 ' - - I I I I I �' � - - , , I : I I . " - � � � - 11 ,� � ___ I I- - , 1, I I ,- " I I , � I �, 'J��tgd,lkfill 7- 1 - I - .... I I , '; - I I _"�' � �� . I I I-— , - - 1 I I �: - I I - I : 11 I � - � � � � I - __ I � - - � I I � - I I I - I - � , � "_'� Quality Am-- AME."d for U., A.....4tal . - Iml Dow- - - � � __ I � - I I , I - Advalowd for Use 0 Assurance Affigrowd fer Use Intel Design Androsoadforij,, Aniongwod far I Is, Imell call 15" 0 product Model, Number or No= product lip"OdUll Contract ffolralon Dar it) Hvlqz Outside HVHZ Ifielalwant Passive a-# ductModed NumbartirHarmal ll E.drotfich Product Destruntla al In Kil outside HVHZ Famistant prinswum, Sao # Name n Date ill HVHZ outside KVRZ Resistant Pressure 2 G145500 (Large full ril Vl Sol Hung Wind- D7WQ025 Ya. Yes yes l i HS ills Fin and Flange from, 73.02 Insulated Glass, 62/18/2al No Yes No -551-55 1 195 PW 73 � 72 Ill (Nons, "Ol No Yes No .Weii Florida Department of Business A Professlonal Rel lation P.S.1 di Building Codes and Standards 1,5=1 Product Approval Application Detail Qft Enthr or .4" nu net, Pa.,&,, 2di T.P. Vemlan Mandlexhiar control Engineer 9 License, VaIdded W Validated Submitted fall Asareval Avorovad Ill Affarraflon 21,20 PGT Industries Jan. Fidel vinvirri-130110 FICCO - rCER sill,mll BCCO - VAL IIM)2023 1 w5no2x) 1111 i/2020 Approved category! Wind ... (941) 4"-Oi 00 (786) 315-2590 subcametill Freed irosoilskititiagindulorill c"Ifial roathad: Covill Mork or ul ��"� " -�';' I , , ', ; �� , F"i�"R"- � �;"' -��'�'��` 7,-, - 0. - " " - , 1" , " � �: �:' ;, - . ....... . �� ". � , � � , � , " I " , , � , : �: : " �� , ,� � , ", ' ,� �" - " -, � �-' ' ' , I �` ""�-"� � e " :' � , ," , �; � , I I e , � " ::::'�� " _''�" - . I , � _": ?""`�.�"'� " I , '_ , , ''__ _'� � I '' '_" '_"� _� �" "", ,. , '�'�_:"�'�'�"�_"" � I I . 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INNEIRWAMM Ilat" Data Data Posedina jai Cod. in Its 0 �U, .9" Il Fliffidirso 292 Tvasa V ... ilart Monuffittynor contion Endint, A License, voldal IN V,I[",d Si4sniltred FSQ Arearl Ationoved lk= 71l Version fifiamilatturer corsed attains" a uk, vaijklittod By VAIldolej sublongund l Adinslyal Aparoved am Revision M20 Mi WWI— and l grant still L.I. R Lal FF ,Steven R Ll PE 1,0MW2020 IpAl 10iltil IP)15/2020 Approved Aframal 2020 PGTIrdlustirses. I— Rpsl Moral Ill - CER Milarn-Dade BCCD - VAL 11M/2020 fl*512020 1111112020 Approved cal-1 Wind- (?17) 3SS-3300 PE-62514 (717�317,8454 Catagl Wrid-m (941)486-0100 (78�) 315-2590 8.b0.t.g,l Ml d.st;Ir9&h0.lwd�*ona Subcategory: Mul ji-PsoviskiMpRiffidustAl COMPIll Islothil Evall Report from a CQIMIIOh..fMdhild: Cartiest.010.11, ortbill am Florida Regaborl Ardl or 6 U-al Mortis ` -, , � .... .... -- -- � i � -"�' � 11"'5'111' , ' I , , � � - -, ' , I '� � I I I , , k , � � - .", l' I I "Ill , _ �: � '11".�" . ... .. ��_,�� 111"'.'_'�"�' . I I - . . 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M"I I- 12W=41 Me Yes Yes WA Florida Deportment of Business & Professional Regulation Building Cocas and standards Product Approval Application Detail page 2 a 2 lWil-W 2-A ifinuir, or va" Date Data plandria Pat W= agifflifiggagakiffifelfififififififfieffififfifififil mm� cods 1 1 a :1 iiji:1i''llifflil 1 :all li l i 1; INEARMINNEEMEADINIMM ;so I' '; '' '; VANNVg6Yk%lRV&SWAVEXMM;!!: maigammolfAmmim cosisamonomm Ent" 0, WifigN M; ,�il ;! il Did. one Ii Perdlog MENEM= Dift mm version Wilinufaidure, contact Encill License 16,11claftKID, validated Sishinfiftiod Fall Aisil Astfiroved status 11:21 Vel Manufacturer contact Ends— A ull vosidloted as V91i"Ast subo,jitad Fill Ancil A,,r,,d alotim Revision 2020 James Handle Bul Prol im, Chad cqol V. Androw Ten John Southold. P.L. 01AW021 12h4i2oZ 01/cl dog l Apps, Revision 2020 A1,1d. Ill Thal Lyndon F, Schol P.E. Ill J. Knit; P.E. DV15M21 D2)15=21 D2=12021 w=(321 AoPI.vad Category: Pall Walls l 541-83$9 PE-sl6l (352) 367-232e coral Panel Well I330)SM-2381) PF-434GS l 7V�ti Subcategory: Eidng O.Axiencl ... shad ii.ticat'i Sofia ,thomps-0.1sid.... COMPItil Mistral Evaluation RtPW t= a c."[].a.mdh.d! P'llolustion Ral fronn . Florida Registered AntIntect Pro U-sod Fl.l Fladda Registered Alitfiltect or a Usensed nodda Professional Engineer I P,.f-r ... I Entilreer � F-UP4311144Pnodl - . � I - I I -� - � I I � I I I I 11 - I - ,-, - � I , 11 I I � - I � � I I I I I I _'� I I I , I I I I I "I I � I I I -1 I I 11 �Fl jil . I - '� , , '� " -, I I ' '�itdauiii : 11 '�_'-_ " � �; lo�" � " � " - , - ", - ; 1 7�� - �/ �, - , � � ", � : �_; �" , 1:: - - - --- , - I - . - i. � , �� , ,� . , 11, � - � - � I ,;� , � � . 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Yes No l � 0, liquet:GIelingil"idage Ssedol:1039-81oft, Vent or'WId Vinyl Soflp lV31M23 No Yes No WA 4 d. ":D5&quu%;;sl Vent ar Sold Mnyl &orft 12131=23 NO Yes Me, MIA 5 .. &quct;Chl Disl Soffit V.I.rSofldM.yJSofl11 12)3112023 N. Yes No MIA 6 l &qu&9'P.' ap-8,quat; sl viont .' solid Voryl Seat I 2131,26n No Y., No MIA Florida Department of Business & Professional Regulation Fail 01`1 Florida Deportment of Business & Professional Regulation PRPI all Building Codes and Standards i(val Builkling Codes and Standards iRrml Product Approval Application Detail Product Approval Application Detail I iijll!ll�ililill!ll,l�li'lli'�iiii,�i"!'illlililI 111111111111111111111illillilillillililillimi,lil,,, I 11 l I ii : 1 1; ill I 22ft Entity or 11111111=111!ill,�i,iiiiii,illilillilli��illilliliI i�91 code Parisi, I Ill NEREEM 21, Doe CW- tral p"Idling Ral l Indoor TWA Version , ill ... facturat C,,tw Erialidial Ligisisse V,Nd,t,d Pit .20 Valfid,ted issbal FBC AtioraIlat Adjuvant St-l-a LaIll Vill M-,f,A,- cordial Endin ... A U-ness, Volidated U, youdead Rodstilil FIRC Alsorl Aiiaroved Wtus Revision 2a2o TAMKQ Bul Prol LLC Koul s4on Robert Nlarniner, John W. Knozovich, PE 10/04Q020 omwl 1oj1Z-2q2a 1211512020 Approved Re'll 2= L.V. Thompson, Inc. dba Thoepal Architicturfill Tony Christman ZadwAy Il Priest Steven Ill UrIl FIE o9l 09l OWZ1202a 1211MG20 Approved Category; Roofing (417) 024-0644 Ill J054) 772-M4 Metals Company tTAMCO) (813) 20�3456 PE-74021 j717)3IT-8484 trultiCalsol Undoolayments lIsm-edwal-lacom caregary: Roofal laryQUorrahlroofinitcom Compliant. Method: Evaluation, Report from a Subcategory: FloolngAlael that areoft Florida RaIrstared Architect � a I-Imsed Fal Intal Part ofthe Ill System P'dessionol Engine,, Compliance Method: Evaluation Report from a Fall Registered Athiftel or. Llad Mande �i,014�ltfl ,� I � � � -1 7 , " - , " - �` - - ' ", "' " L�:Rigul ��� , n' , 11 , - , "', "' , -1 1� , � . , , "', ""l-, "" �'�v'i -0- I , - 0, ', , "'_,'� 1, , , ", ; � 1, I '�� � , I I , , � '�" � : � ',"' ""�'e- "R�-�`�2� "","""-,'� " ` � I . � , I -�:��' - �" - ;,'�": I - I " �, ',� ,,-,,,, -, p " �"- '� - � � 1 ' � ,� �' �, , " " � - , ,,, , , ",-, '_.' , "I', �": � , :','� ,", I - - � - 1, "','' � _ ,� --- -, ." , i",�-' � "' ""�"� � � "� I �� ,',,,,�-,",,-,"�,��-,,�.,,','� ------- , , , , �' � , ,�',,,,',,� � 11 I , � � , I , ." I �' ,r � 1, ""'",', ' " ', ,_ � , �' � -�'-"' 1,7,�' , - Prolseslonal Engineer - , , , , , I I 11 - , I 11 , '� '_ , '_ � -, �- 11 Waill Assurance I - - � I Acal far us, ftdns�md for U, IM" _ , 29gau I I I �" ' ' 'I- wo IN= "I -1 � I � I I -� " "' - ,' ,'---":'�;�"'� ,4i � , '. I '-"""'-',"'," -"-�'�':��" � "-,'-',, "' "'-""�"'� - � I I 11 , � '' , , , " , , - �___ "', ____ �"' � I ; 11 , , � . , - �- 1 " -:1 , �: I "�,,���",�,,���,,�,�,,�,""":" - I - � ", , � I el �� , � -, :' '� ' �' " � , - , � _ I _�_' "" I . , ,. - " , -, - '�'��,;""'�,"'_'' "'_" " , , - , , I " " I � � - , , " " �'' ":` I , , _ , '' "'� I I I I ,� , , , , , , I , � I � , '� , , � ", " , I I I �� istal Proluou constriction Contract Expiration Did, 1, HIAX oiuslikke l Westmont Ismieum 11 Quality Assurance AmovedfOrl - - Abwo�dlar Uss bm 2nim 1 TAMKO Rod thriderlayments(HVH12) Roof undedayments for use In `BC 14VHZ 0612912023 Yes 140 MIA MIA §191 I" 11 MV100-with Prol Dirscrialini Costract Exalinal Delta in HVHZ outside ill Resistant Frinsours, jurisattars. 1 TAMCC, "::= Santa 1. Tile, W ga, Ill roofvcothator with bal 09M/2m Yell 'Y" MIA N/A 2 TAMKO Roof J.darloyr-IsINOl Roof und.,slyments W us. in l Poll OSQ912l N. Y. MIA N,A 2 TAMCO Glactiono.kV.d: 26 ga. OWDRaorl No Yes, MIA .0l"5215 jurstictions. 3 TAMC0 0ffLRWl Roof Vwt,.,ith Berk 26 i stlarflc rool'vendial Min Integrated baft 061MO26 Yale Yes NA WA 4 TAMCO Round Top Off-RIdge Vent with Bl for Tile 26 go- staft raorveritlator tith tial OW09112026 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Pil dl Building Codes . and Standards � 1,712021 Product-Approdiall Application Detail 11, i i : , i i i i , i i i 1 i 0 i i , i i ii Ift 1 i 1 1 ; 1: i laigia"Ballaitalim: code 1 I 1 r I 1 arm INNIMENNERM gets coo gets Pial 291 Was Woudo fidesufacrumor Contact E-bri-SiLidens, Wool B, VaNdated submitted IaC Approval 1 Advil Status Fil 2" Lannon. I., r Karl Jolley J— L 2..k-. P = SI M. Urch. PE 11W2020 I`Jl2ym 11r,M020 dra FBC Al Canigory: P.PAing (501) 983-6163 PE-312-42 (717)317-8454 SubCallagars, RooltrigAccessorses that sone an delloyClanarl Integral Part otths, Roofing System �mpil...Mah.d: Evaluation Bell torn. Florida Regloll Architect or a Lised Florida Proosslonal Engineer I I I I I I , �' - '�-� ��_ � - , , �� I I �agwaaftgkatl , , , , - � - , I � 1 � -': �- ,.": ��" ,,,,, �'_' I ' ' I I . 11_�, "I � � , , ,. I I 11 11 - - - � I � , . I , ' I "I ': , "I -1 ' , �� 11 17 '' I I � � I � �,"' � �"' �'� I 4 - ," I � I - , " '�" I., . I I I - -- " " - - , , I I ��-' I " ,,, � , I 1. : � I _� I � ; " '; � '.' ,,, �'U " - - � , � !, " ,,,, -"""�� � �' :' , �" � � '' I , I 11 I � I 1 " I � I __c � " - I " 1-1 " Quiliffivillasural . Approved tor Use Approved for LWe Il DOW S I -W# Fingauset know, Nuarbs, .' Moore Product Damoill W in HV4Z Outsfid, HVl Resistant Frojisurat I Dvl DA4 or 7RI-8l Vel DA4 Low Prord., P.lypmpyl., Pal Ill 12flOr,025 No Y. Mo ��WZIl Molohishically Attached to PWood Del I Florida Department of Businessl Professional Regulation Pap I of 1 Building Codes and Standards 1)2Un22 Product Approval Application Detail Code Entity g Date 2W1 Date Pending We TV" version Monull Carl engineer & License Validated By Validated SuWftd FOCAPproval ApprojLa,d status Revision 2020 All American Shuttersand Gins Mike Barbieri Frank L. Bermarl RE Troy Bishop. P.R. 1012812020 1 Oil &2M 1 1 il 121`16=20 Approval Cartegil Shutters (561) 712-9562 PE-0046549 (954) 947-0860 subcategory: Stan Parrul mikowallameric.rahwill Compliance Method: Evaluation Report froma hs.wrl Fk,lda R"Ifistored Architect or a Licensed Florida Professional Engineer , _1 � I , lss;;aE_.WlfI � � __ 1, 11 �til i- 1. I :1, _' �' L, ",�' , ' , ' " �1:i clas , '_ -1 � I I I � I I I � 11 � - """� , � I I I I- - ;��- -' I I I I I � -1 �__ : �r - I ,,, :�, _ I I I 11 � - Z'� I 1, - I I I . '' I I �, 111:� - "_ , - L ' - �_ - , ,' , I 1� - I - � "', - - 11 '� I - Sao A Product Model, Num bar or Kam a QualtvAssynan ApproyadfarUse, ADitrovedforUse Product Deacriptialin Contract Fxpfirml Date In HVHZ Outside HVHZ Instal Russell Dersfifin predul 1 24ga G�Ilvanzl Steel Storm Panel. 24ga Gal-vahl Steel Storm Panels 12f3lfl yes yess yes, NVA Florida Department of Business & Professional Regulation Fall I of I Building Codes and Standards VBW21 Product Approval Application Data if li i! NENTANEENNUM 11sl code Shlay or I I 2a Due Il Earedho me Tvda V-1., m2n.factil cooduld Metal It Uto Widistad BY vandal Subill Poo Approval Al al Routsu,n P20 Fal Metal Products lic. CIRrkJones James L. all Fill Steven M, Ul PE 09IZ712020 015insr-1020 10JOl 1211CV2070 Appr ... d Category: Rool (90 4� 783-840 0 C BUCK DrIgires M19 (717) 317�8454 subcategory: Fl Acclossal that are an aorkefforn-com PG-31242 Integral Part of the R oofnAide. compliance Method; Evoll;sl Rvisart from 0 Florida RegistarsdArel w a Lto.s.d Florida Profession.] E�l ... r I I --",: �7 � -w4waawgii 1 �- �� �� ::'-'-�" �' - �W" - `:1 , , , ' �" 11- '�_� '�',�""' ,,, '� ��, I ' , " , ,,,, � , , :;� " , �' , '' -, , , �� � '- -, --t-, , , . " � " I I , - ,,, � , ", , - ' ' I '� , , " " , , 3�1_�. - �" , , " -, , � " _" '�' - , - , � , � , - � '__'��� , _�" - I 1 " � " I � I � I � S-0 Product Mail I �� � _11� - I � I �"" , , "I" , � , � I giolfity Assuradesit Prioduct caskA.H..' Qdntrifii��Ioftl 1 I � �' 11 111'� I �� Approved for Usk Approved far Use IMDW In HVHZ outsto Resistant Design Praisesure 3 3- FLAMW 'V.n"'iol 64�ftj Aluminum Ridge While tr ptthed roftilibril 4 No Yes No MIA from l A.,i,,, Florida Department of Sualress & Professional Regulation Pal all Florida Department of Business & Professional Regulation Page i of I Building Codes and Standards linzol Building Codes and Standards U25=2 Product Approval Application Detail Product Approval Appi ication Detail ' ' I � I l ' I waaffmmtm,: fiffiliffiliffiffiffilm code I , , , , � , I � i 1 i i 1 � � i I i ;! ' li�:iillil!li::,! 15 : : ' i 1 1 i a i 1!11���E i i ; i I I entry 2di 10" Dar. Isondind, fill Code Entity Date Data Date Pending Do" T Version X&ntrkcturer Cgil Snalmoor & Wevoral Val Bv Vadidil Submitted WAoRowal Ao,,-d Say, T- Version Manurfil contact Enginsifir &UPel Validated By validated Submitted Fee Approval Approved Staft Ravil 2020 Ronal Roofing And.- Rol tAPNO Url EvIlituel Gal W. Wesel, 1110312l i M2020 11(06M20 Appr� Revision 20M Global Protection Productill LLC. Tim Robinson Walter A-Tillit, 4r., RE. John W. Krim6yol PE 019108r= l IMI/= 12Y15/2020 Approved Catisigorl Fl (601)380-6091 S-loes, LLC. t2l 854-0160 Categol Shutters (954) 689,7545 PF-"1137 (gil 772-8224 SulsClibil R-thig"nit RebrAnderson(libonal SubCategol. Sbxm Panels tim.robinscriQgplaentocam Coorrillevae Wall Evaluation, Ill if= 2 in Com plance Method; Evaluation Report from a Product Evaluation Entity Fil Registered Architector a LicansoidForida - - aimm", '4" I 11 .' _ - ' - ''-� ,'__ I I � � I ,: , � � ,� '11t,_ _,",": _ " � , .1 �� _" � � , , , ' 1: , , � - � � , 1 � - , r - _ : _ �, , I I , _' I , 1 _" ", - I � ,,, � - �'� - -, I -'_ , , - � I I I I �. , � � � , �"'� r �P�:�' ' ; �' -_ I I �' � -" �` I � "� I � ,- , � I 1, �' , Professional Engineer - ' ' ' ` I I � I - I ,: - I - I I . 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CA 1213112020 No Yes MIA MIA or not by tricks to provide hurricane protection, Sal 800 - Skip, Shake 4�.srl $oil Shake Fiat Pral. - Ri.A., CA 121l N. ysi� MIA WA 2 24 Gage Galvanized Steel Storm Famall Corrugated Galvanized Steel Storm Parels retained 12131r2022 No �'.s Yes NIA 19 0 Saxory 700 -Ahaks, $1enr4lial Sill Shake Fiat profile - Stoll CA i2ft2020 W. Yes NIA MIA or not by tracks jo provide hurricane protection. 20 '%noocco - all $late Aamp; Solt Shelia Flat Pral. - Fill CA 1WT12020 N Yoe NfA MIA 27 Ties, pon.tailinvelone High Profile - Katy. TX I 21`3 ,2020 No yes N,A WA 26 %A](. L-Profil-Kllty TK I W3112020 N. Yos NIA WA Florida Departinlaryt of Business & Professional Rogtratlor, Burficill Codes and Standards Product Approval Application Detail , hill I a 4 IRM21 code Anil a, 0010 cl Italop"drin 2XI mm yffirsion Manufacturer earned Enchral Lhomm y.ad.t.d EW Vandatod submitted l Adil Areathaved stah". Revision 2020 Alpine Stuart Lewis ICC Evaluation Service. LLC Willson M Ral Ps 10/3i/2Q20 i D12=020 1 1XISIM I 1 M12020 Approved Cidailal Strull Cornp.ol (3211710-3377 l 681-1917 SubCatal Trial Platess .1"IsQ.Ipnsjt�,-1 CGinpIlarrica Ifiethol Evaluation Report Iran a Product evaluation Entity . . " , 11�1 _111- " I � � �, - " I I I I I I I 'T ' � � - 11�1 "I -, I - � � I �' I :' , I I I I i " I I ,- -'�"�':�P'_ �: , � -, -, - ,-, � , " , I , I I I 1: " ,-, iw " *�7.,E"[iA I , 1� �� , _'__'��z' � � �' " � �" , - - -, ':�� I � � I � I : � - I " , � I I � " , - I _" "1-'_1 11 . I -1 . I Qually Alsolouranta, , _-, I I -1 "%" � "�.'-' Approved to, Me , , I "VI 11 --l" 4 . - � Apprdforuse, I r I forped I I I e :�' I I 0-10, se" Frodunfillodol. Numil or Matil frol Dispirited Contract F,XDkVlOn care In HVII Otil Hill R"$Utv Pressure 1 ITW scG/Al Higher Stinungth 1H &al S) Metal C..-ter Plats, 1MIM24 Y. Y. MIA MIA 2 ITW SC,I/All Hri Plate Metal Connector Plato 1213112024 Yes Y. MIA NJA 3 ITW BOGIAll Truick metal Connedar Plate 1213112024 Yes Yes MIA WA 4 ITW,BCGIAIM. Visa- Metal Coril Plate 12/3112024 Yes yse N 1A, NJA Florida Department of Buslineel Professional Regulation Fail at Flonclar Department of Business & Professional Regulation F-logi, I a2 Build! rig Codes and Standards ell"W2021 E;li Codes and Standards 9,21112021 I Product Approval Application Detail Product Approval Application Detail 1 i ; IN i i 11 li I i : I 1111 l 119M I i 1! 1; I it I ! 1 � M I EnW ar am 2" Data Remillas Data 1 NNE= I 000 i M' WRY 2& = Igatellandifien 291 gm TV" � lianurfidehurer Contact Enalknear & utensils VoIll By validated Sulmlited FIRC Approval Appriwild etall ZM Wimils Mainvilact. Contact Endresor & utooss. Validated Ov validated ,-Wb,ift,d Fall APP-W Al,troused 219L%M Fevilikin 20A Wey,miwimer Rob Baldwin [CC Evill-tion Sal LLC 1. L.Imer. P.r. OZ924W21 i(,11=20 il Approved Affl-1 2020 AphitAurnhul Jose eva LVIS R, Lomas Seven M. l FIE Ill"ISM20 linei2l l'U2012020 Appl Category: 81nictural Com-ent- i25al 924-647B (WO) 839-3288 Corel Pal W." t4l 509-2008 PE-62514 47171317-S454 , SubCatilo.ry; Englineemil Luniber Fabort.8oldvArgli.slyerhe Subcategory: Saints alphooluminurrilrucaysid, toirriplience Method. EY51uldia, Repair from a ousor.- ComPlIonos Method: Evaluation Report "M a C.- Product Evaluation Entity Fland. R.Ijker.dAlthftect or . Licensed Raddle 1___ I - I ,I 11 I " � � " '_�' , , - ,3 NjlikjMjt&'�'lWk �L � , � _ � '� ' __ � ' - ' : " I - -_� �' - I ", , - , -_ , I I , I " , � I I I , , , ',:: ",,,' r I I I � , � I �-:' 11 �'� !'"� 1 I � I I , � ,� :' � '�' , :' �, � , � , �' '� "�-'. 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No WA 3 LSL 4 TJ Rim Board Larmnorsed Strand Lumber 0312112OZ3. Structural Composite Lumbor or Orlenteclatrand OW31al No No Yells Yes NIA l N/A WA CMU Wnp; Wall soffit, CMU &.mw;' Wood board Rim Board 5 . virfilyoun ...... R I. Board I � oriented Strand Board RM Bo.nd l t2O23 No Yes MIA N/A I � " �� I August10,2022 I 40 (D a) = Cn -0 —CD > a) = -kl 0 =3 2 0 a) 2 0- ca. -"-' = 0 0 0 Ill = - Co -fil 0 -0 a) I 0- __ aj — W -0 070-0 0 -= C 0 0 EL q -2 0 3: IM C 0 :;Z U_ l — co . (n a) ll -+' 2 CL F= �__ Cn Co -0 .l . C co -4.- CIO CL < V! 4 Z Z W mi Ill C%i C= % " -C) :'= W -Cg > l 0 .r_ = - . = I- =P U CL C�) = M W C-4 11=11 co �'4 _; = LA- i U) ca c= - .� C14 .= in _= C= ca 0) - - .cr ca W :'d 3: - W C2- I .a! r= = :W 11 .= W :tl -.9 - Ill I - - g : i = U �: CC - ca 3: - � 0 03 .= . � :a. = f= .!= - M Z' I= . - " -a .M = E M C) a: 0 s_ C� U) L. (1) E-6-a-all =3 W W = Cn � M M > 2- > CL 0 0 < - L. 11--al C-) =3 _0 0 < 0- Q) CIO -&-filiff"11" C.) 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FRIC"Agar" AOOroWd Illow AermeUan 20M Polls Corporal Jos Hoyden Song w1rdowand Door James L audcgr, PS C111144020 0714*029 01=2020 Approved Catgery. lMndows Robmwn MoMrbcOwrAasoolothen CHUCK EngWslft o"w"l al Heap (Bill 6214 M (681) 01.sov 6a ooft" Method;:Car"cal Mark or ustPp "llavollw Pproftepe Ile.mm Aferoaad For Dss AaemarM M Uas lemma ggl ¢gj Prided Mal Number at Nam COM&M Faratriftloo Aft tier M aural )go p� 1 Bores IWA High Peopmprgeangle Hung M1ry1 SNie HUN WWtlOe(47 x 72') wl7R027 No Yea No +Bl 2 Bones la20 Mldh PerramMa Single Hung Vpryl High PYrbrmana Blmgb Hung 15m n 00121=7 NO Yes NO +501-W Conpostba(72' x0lrr) 3 Borlu1012081rglo Nura %AVOtr9N Hung THpla C*gX$rk(nea' x72') 0011502027 NO Yes No +40140 4. Bonet IV= Ringis Hung Meryl Oil Hung Triple Cenpaexatier 233.7l ONW027 NO Yes No +2&.36 5 Salee 10120.SIngleHung Vbm UNG(o Hung pen Compealls(1*.Wx-%T) awi312027 NO Yes No +3" a Sohn ICAD argl@.Hurg %%48lrQW Hung Ill Composes (72•x WV) 0811812C27 No. Yea M. -310-M 7 SMeM 10120 sngla Hung wo13bgs Harp THpls CeepeeM(1wxas') 08n8170?7 No vet Me +3e(36 B aMMs 1012D a nQ* HVng V0 pI0dgle HUng WlrxWa (4Tx72I OW1712027 No Yee. No +3" 9 "iwa single Hung Vkiyl.Bkgle Hung Wrldow(48' x5ill OW1302027 Np Yes. Nb. +3 an-38 1c $*Has Tg120&IngkMarc VW 06 gre:Hung Whrdow I& x all-1l7). 0e11e02027 No Yes hall +Ww 11 Bar" :10120'single, Hung VOryl Bbple Hung WlMow(4T x 84") 08'M712(l27 No Yes % +85'-38 12 Samos 100 $Ira*Hurg Mr44 girgle Hung Who w (3Tsill o811N2027 ND Yes No +3" 1a glass IWM BIngre Hung MN4 Bogle Hung lwln COnpoNk(72'xp36') DOMM027 NO Yes No +3514s 14 Harlem IQ" Blngye Hung Mnyl Bogle Hung l4wn CDmpds#e(88:6'xlo:v' W2112027 NO Yes w +9" 16 Banes IW20 Slrglo Hung VWA Shgs Hung Iran COmpdsUs WVx 72'), 08/ 1712027 NO yes No +a81.95 18 aw"1=0 Single Hung Ayl S1bgw Hung Tmtln Compp48o(72'x77) OSIW027 No Yes No +4gr40 17 awl" 1020 Nngle Hung Wyl Eked With Single Hlep Fdflkwo[10Tx72'l 'V WX21 No Yea ND +3Os3D - ankaLANLEAM AOMMAi.&LUM -.. hogm9mbLum Im= Dodo AAR Prodad Mal Number ar Mamd ftodmaRaiddo gLtflBS pall MY= tit lPress" 1 la) Barley OrThsmptar Or Ensempses orAw"Hlah Vbgd Ho PsrbrmaMe Blrpls Hung(47 xIll 00117a w7 No Yes No +aM-BO Palorr ow" sl Harp 2 1M Sodas wTh.-mkrw Encompass Awl High Mrryl Higi Parbrmana almost Hung TW r, p0r1n12027 NO Yea No +681-80 Performance alriye Mang cw'00Mke cm x eo-n(2') 3 brer 10 Woo orThormrEncompass orAvsn SO& %4 Vl 8lnge Hung THpe,COmpMNf(10g'x72'). 08116r2027 No Yes Nfo +4W40 Mal 4 10 Bodes OrThermatsror ErwompnscrAvwe Mingle Vlmd Mingle Hung TnpleComl(IOW x88:e') 0012312027 No Yw sb +35146 Hun Florida Depart nertt of Business & Proiessional Regulation Papal all Building Codes and standards ena2os2 Pirl APPM"l Appl(CafiOn DOW cards Class, 20 _go Dakpamdm ga rind 1Ymlan IkaoY4twar ak Emkars Ual YaIYkW ib rod Mlabai FBCAaaroasl A�r4yQ ow" AflmMdon 20M Peen Immoral Joe "Won Sol W1mowendDoor Joiners L Buckner, P-E.® O7M412020 g711412020 Or120120w Approved Oosgarp%flmdows Robinson Manu4adavAssocallbn CBUCKEngmsedrg a.bCdegar.Ho rdslikdM (9411821411M (661)014927 GYssal a~Cerea lOn Mark der Listing. pWsP^taOemPProvsl®pa Ila.4om . .. 2a7 PmPeuredud , ...... ,.. , - - , Aaerhaai err Ila.�.� Mal Yodel. Number uNamr i Oaotmet 1�4da 9a pm 1 m Oafs ,Re, ECagalN! 1: 80MMV2081sdkgWindow MWABill vAndow(OOrorW,73:-51rKarl ay12712g23 No Y. 18r +3101aD 2 s0Iwlwo%ldingwhlll- MrrASelling NAndmx(OX or NO.73.Itr x36'l Ds12812M3 ND Yea Me +3e-35 a aerlas 10120811dng Window Mw shore Vail Plox, lot/ x6o l w"Il2023 NO Ye No +a8h30 4 BOHea 1N20 Billets Window %w soft VMndo M)X low x3r) =702023 NO Yes No +38139 Florida Deparment of Business & Pmrissaional Regulation Pawl di Building Codger and Sbsrtdards enAM2 Pro" Appm"l A"lleartipn Dated 996 Belmar D" ill! od,Pagana Dik !� Krykt_1 Msmrbtluror Camid FAW" r&lkfMa MUMakd 9a 11111161011 Submitted FOCAeeroeal Ablool 11"weal Aflrmaepl 2020 Pau Corporation Joe Hayden Sol Wmdoxol T.E. Lurl PE,LLC O7M412DZ OTi1412028 O712212020 Approved call Wndowe Robinson ManuloftwAsswiWon (681)844M 1"clobamwta apple Hall (541).1214 M OWSPHIMaa teased: C0001110911 Mark OF Ultsne P*%PMOUWPPrMG" hgam . g PradndYerkl:Nrnhr se Name A—Famad Far use AMMMUKJIM ' N. I ouwda Mil 1� Roma faun 1 Pak III aerka.Blngls Hung Widow, 3Tx90' MW Nmr.enpaotBMgre. Hug WkWaw 08H212022 No Yao N6 4111140 2 Pens in sal igngk Rims widow 84•x90• Mnyl Nornlmpaet Singk Hung Wlndsw OY M022 No Yes No +40.45 a Pass in Moral angle Hung Wind— w•.or Vlnyl Nandmpad amok Hung IAdmJW 070wo22 NO Yes ND +801-W 4 Palo lO Sol Single Hung Wmdor 48'x 77 Mnyl No hill:9h& Hung V4kxkra UrlOs12O22 No Yea AM +BD60D a Peas 10 series Single Hung widow 38•.x 6r Vmyl Nonimpaat Bhple NWg W olod OBFJMC22 No VM PID +agwo S PWs 10 Bell amok Hung wider 3rx73• VmVI Narhmlpoot Sngle Hung Window 07008 e" NO Yes ND +0l 7 Peas lO Bores almala Hung widow 82-IIVx 60'VInyI Nollmpsg(6hp4Murp Window, IIN1712023 NO Yr NO +Utw PLMYee,NaP�. j A, n ..~ 1� PreAed Mefat. Mumaad twNaeia :' 1M.ilDCaYdtaoe! OarmrrtOishMbwtyabIn Asseued For Use AUFMU loubilip *Jlo imam Pa,0111r01 Rama Pool 1 Pak 10 awl Dnglf Hung Widow 38' x 97 Mnyl Non4mPMt 8hpW Hung WNaeow 0012201023 M. Yas tea +40-40 2 POIO 10 Sanles angle Hung Whddw 54`xW Mnyl NorFmlpsat alngfo Hung Window WNW No Yes No -+ Ial 3 Pill 10 Barlse Bindle Hung Will 34• x6r Vinyl Non4apadt BIngho hung VAnd w 00802028 NO Yee No +e0)-W 4 Pak 108or1uangle Hung Widow 36'x or Mill Non-Impmot Him& Hung WklWw 02212023 No Yea Nfo +350668 3 PON 408el Single Hu is Window 524WxW %AN Non-filsingle Hung WkWow 10117721123 NO YM No +sl FMcla Depamwit of Business & Professional Regulstion Prya l 4wl Building Codes and standards Bnae22 Product Approvall Application Detail Florida Deparaiwit of Blueness & Prolessional Regulation pop l all Building Cods andSBvldar* onw2ms Produet.Approftl ApplkaHOn 061611: b 4• *AN lfsbpokF%Rdm Do Mf t�rapa naiedma cow fka 6atlrwldAUrsaea larlidasdav Ddetad mtdMaa aa w F9OA UM" A �A� Aflrmxlkn 2g20 Perkier Corppa8on Joe Hoyden Bell Wlndowandow JemOa LBUdmor,kill 07114120M OTM42020 Or1201202C ApprOl caul Marl RDmnson ManuygWrerAsloWtdlOP CaUCKE.mllhoodng IgNidegery: Fold (641)aa14Dea (88l)4014a27 6sraPgama Meshl- CtHleseenMark or Usting. PlOwwodnrtlspweepe, Ira eam fig- 01IYlbAsUMtlMm AODMIA UL&A sege2edb In NVHt outside, uel HM mead small ambled PHNOM 1 aMy10Y20 MW SWO mil WM(9P X 76') OrMall No Yea "a 20620 2 8eha 1=0 Vaytaratl wrWaw {'168•xwi D7nb12622 NO Yes NO +2Bh20 a aM aIV20 %w Find w1ml(W'x Wi 07r18r2022 NO Yes No +501-W ,.gam QualwAsswerhas AsMaad For, Use Afibrilmed For Use lamed Pmdmr Mal Manuel ae:Naga Pradvgl OeeedMNn in jJ-VHZ, ' fps fPmsww 1 5eH610120. NkM Mad window (IV x 76'), O1n812024 No Yea ,% +251A¢. 2 SBriftloe V"A MY40 sell:(108•xe4'). 011162424 No Yes tee +2" 8 Banes Icac VW Flied window MD' x 001 07115/7024 NO Yes He +00140 Flodda Department of Business It Professional Regulation Building Codes and Standards Product Appro"I Wigadw Detail PR a eta ananaae: liar DINO Do ofM Peoria g9111111 fig TM 1�1 Iran Yanaararwai EntlaaKau" V$IMAw Ov V114010104 aatkd FBC Asma+vl bsrowd Ir AfIirme8wr, 2020 Pau owpone on Joe Hoedown BMWs WlydOwand Doer James L Badraal P.E. Q =1412020 07114MM 071201=0 Approwd coweary. Elllsm NDo" RD~ MarvismserAssoolarlen CHUCK Engmaearp armCadgwr. Biting Owevior DwANmnldw (6411 v21400 (e81)421Ag2J Compflanes Mashed: CerlarglonMakor Usrap PeMPPom1MAPRmvfl®Pa lal p' 4 _. c . ABLE Prded Mal Warsaw or Ndma 21112KAU ' M i PyKmabGxelmNen Ode AYlttt irad Ill Use apC[ _1e14ff f9"ll us' based Pothers l(r gommy pygggg b 1 Banes 1C70123alldlng'91156 Door VW 241wol 1WElldmq Glown Door(11T kgM'] 1113012U71 NA Yee No +25-25 2 badge 1=1258adlrp Glass Door vw angler Panel fftd'17 Door (Swelk'34-two• 011val G22 No YM No +36r:39 x 81.112') 3. Bodes 10N0r258lleingGlen Door Vhryl 24Pansl'p)[ elldlrp OM Door (117 x02') iW0312021 No Yee No +3elii 4 Sades1M101259MInp 41astDoorr Vkryl 9sgio Panel Fined 10' Dow.(8ldelft 4749l ON26021122 No Yes Igo +29-28 W1121 OasOhAr,nnM AOW4.w rw Use AaermN for Use ku Rift Produce Macho Number or Name Prodwidgsidoli @.IIV!¢ OuhMS Hl Mal 1 Bodes lW or Enoompasa orA wV HIldit Oka Door %w 24wel'D1r:a" ON" Doe cwlfr x g&24/2031 No Ya N. +2%'w 98-trr) 2 awlea 130 Or Enoompw OraAvarrl OdIng UlmDaor MrrA ekgle Panel Fllmdro' DowRldal8s, 3&1i?x 0211812082 No Yea No +40-W 81-11l a awl 100.Or Encompass orAwMl Vellm Odes; Dior Wry1241-W'Ox• SWIg 011aw Door(7?x42') 0810812022 NO YM No +W36 4 Berlin 16D Or EnoornpOq orAventIVIonrg Gass Odor VIVO gle Pawl Flxed'C• Door(Sldells,, 47-10x azIlw H2 No Yw No +2a-35 Mi4gMeiialen ,' '- a ,.._ , . " •- `.,= z Gamellill Asoft dd ter use. jypam.aa Yr Use ImtlFf AMR Prodnd 11161 1I Myber Ar Name Pradvadvattlatlan central"Alrarke 060 (n NV 2H basal Hall at Press, 1 Banta iW or Encompass orAvalflu sAft Ow* DWI Vhgd 2*w0l n01f Sol GUM OPOr (88 Ir it IW2412031 NIP . Yen- Igo +2w-28 - OV12-) 2. amdes 130 or ErcomreaaarA wmtl&Wft Goal VW O glo Penal Flood 57' Door (81de18e, 33171 021161=2 No Yes MD +4aud0 51.1(r) 3 Sods IDD or Encompass orAvfns elders Glen Doer Ymd 24PMtN'Cx' Oldl GlanDesr(77x82') 081240082 NO Yea hfo +3a-w 4 Bsnas 150 orEN.vmposeorAvane Blhaig Ohm Door Mnl Bingle Panty Flood 'O'13a(Bx2Nft,47-lWx 02118Ft032 NO Yoe No +2&14 9b112.) Florida Deparenend of Business & Professional Regulation Building Codes and Standards ProductApprowl Application Debi. Pfgf t M i SAW= 99k Books, 111012 MEN I%i ml q Yanuiatunr OPMO - 4VoaAea vjdmo dseer 14Au�r�i MO � A_gonvd� omm Aflrmil 2aM PSM co"row Joe Hayden all Wonen$Omftt T.E. turn, PE. LLC W1402D 07114GID20 0742124120 Approvel. category. wide" 1100"m P&411135 ewl)625 40 auscowsol Fssd (e41) 021.50M eompBana NMhed: p"Nalfon Repot rmma peafPrDdtpapPrOMDPe FlaHceRog salad Archred or a LDenasl Memos Ila.aom ProNfalor ey EquVer ___.. __ _.:. .- __- - _ _.. _. - •. OreghrArvas Aaarawd for Use Aparowd M Uw impaw Duren al PradoN Mildµ MuraberpNarma Nodaldodan OdmrMt6aeirMiarDW In HVH2 Ovial Haz ploolloont Press" 1 108arlaafiangsFteld 10 Ow" lrr Flergs Fixed VAndm 08l28i2031 Yee Y4a No NfA N O ^' V/ �e U .� N Q 0 .0 co }./ W W CU U O co C 0 — L O � O 0 0 LL 'l O CU CU cn — cn -0 ) cn E L� O ^' V#rJ C O c i to cr) d n I a z ri Tr w- Q "C1 . ? W v CL r� a 4a 6.2 MM.J r-% LJ.. LL- N tE G s y d Q M cu N A 3 s. .d V 4A 4fi nil A. qj a.. 47 �W W co 0 L— CL CL August 10, 2022I SHEET NO. PA 1.2 Q) > 2 0 Simpson Strong-Tie2020 FBC Approved Products For direct linkstoolISST apProvirs Isled la�Hctv, rLICK HERE Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products For direct links loall 8STsipprovels listed below, COCK HERE Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Fordreot links tordISSTapprovals listed below, CLICK HERE Updated I�W/2020 Simpson Strong -Tie 2020 FBC Approved Products For direct links toell SST-approvalsiSted below, CLICK HERE Updated 12/3012020 S For addrilortal Information fegardin Florida's Statewide, Product Approval System and Wismi-Dade County Notice of Acceptance INCA). CLICK MER For additional lrrrormRticn regarding Florida's Statewide Product Approval 9yslem and Maml-Dade County Notice of Acceptance (NOA), CLICK HER For edditionat information regarding Florlds's Statewide. Product 1p ntYNatioeofAocetptanoe(NOA),CUGKHCR proval System and 14aml-Dade Cm For additional IrTrormation regarding Florida's ektewideProduotApprovall System and Marri-Dade County Notice ofAcceiptantie MCA). CUCE HeR . .... ... C/) F1.11112306-117 FL#1044&RS FL#1 0456-115 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8"to 3. =3 CZ Cf) 9116" and heightstangingfrorn 4.5116'to 11", Concoaladflange -0 -0 Seaf Product Model, Number or Name Product Description Sea # Product Model, Number or Name Product Description Sea Product Model, Number or Name Product DescdgiLoa version (HUSC) available for modefs having width equal W or o 0 _a I Titan Stainless Steel Concrete & Masonry Screw (T7N-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33� A34. A35, A44 Angles 1 BT, BTB, STH Brick Ties greater than 3-9116". 0 0 2 APA2i, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 GMST12� CMST14, CMSTCI 8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718"to 3- 0- C C= 3 AP544, APB44R, APVB66, APB56R. APBW� APB88R, AP51 010, APE31 01 OR, APV`1344� Outdoor Accents Post Bases 3 CS1 k CS1 6, CS1 8. CS20, CS22 COIW Straps 513" and heights ranging from 9-1/4" to 16". C: .0 LJ_ FL#VA9-RG APVB44R, APVB66, APVB66R, APV888, APVB88R, APVE31010, APV131010R 4 CSHPIS, CSHP20 Coiled Straps 13 LOU3.25-SDS, LGU3.6a-SDS, LGU5.25-SDS Face -mount hangers Co 0 -1.- 4 APDJTZA, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-e.. Outdoor Accents Deck Joist Ties 6 OTS218 Compressionf-rension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers 0 -10 0 > Sea # Product Model, Num ber or Name Pmduct Description APVDJT2R-6 6 DSP, SSP� TSP Stud to Plate tie 15 LUC-26Z, LU021 OZ Face -mount hangers E a) L2 1 5DI0112OBS Outdoor Accents Connector Screw 5 APH H40, APHH413R, APHH61 0, APH H61 OR Outdoor Accents Heavy Hanger 7 H11, HIOA, H25A, H3, HO, H7Z, H16, H165, HIS-2, H16-2S HurricartaTies. 10 LUS series hangers Face -mount hangers available in widths rangingfrom 1-9116�'ta 4- U) a) L_ -I-, CL 2 SDOI12, SD9212� SDI 011Z SD10212 Strong-DrIve SO Connector Screw 6 APLA, APL6, APT4j APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties a HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3�'to W !E CU 3 SD9112$S, SD92128S Strong-DriveSD Connector SS Screw 7 APLH24, APLH24R. APUl APILI-126R.,API-1-1210, APLH21OR Outdoor Accents Light Hangers 9 H$24 Hurricane Tie 17 MG1.13163-SDS, MGU6.25-$DS, MQU5.60-SDS, MGW.62-505, MGU7.007SDS Face -mount hangers co 4 SDCF22434, SIDCF22512, SDCF22614, SDCF22701), SDCF22858, SDCF221014� Strong -Drive SDCP Tirnber-CF Screw 8 BVJ_Z Brick Veneer Ledger Connector 10 HSS2-SDSI.5. HS82-2-SOS3, HSS2-3.SD83. HSS4-SOS3 HeavyStud Shoe 18 MIU series. hangers Face -mount hangers available in widths ranging from I-9tI6` to Z-: SDCF221134, SDCF221334. SDCF271958. SDCF272358 9 QBT2Z. CBT4Z Concealed Beann'Ties 11 HST2, HST3, HST5, HST5 'Straight Straps Iff" and heightstanging from 6-1611W'to 5 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858, SIDOP22912, Strong-DriveSQCPTimhof-CPScrekv 10 CJT3Z, GJT4Z. CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, Hl HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26. MUS28 Face -mount hangers SDCP221 100, SDCP2211341, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 SKTZ, HTSQ20KT-Z HeavyTwIstStrap 20 SUR� SUL. SURC, SUI-Qsienes hangers Skewed face-mourit hangers available inwidths ranging from I - 6 SDHR2740.0, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SOHR Combo4-feadl Screw 12 DS Dry Well Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16'and heights ranging from 3-1116" to 13-34'� 7 SDS25112: SDS2513A, SDS25200, SD825212, SDS2530D, SIDS25312, SDS25412: Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTAIS, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500: SD825500, SDS25WO 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4Xmodlois; only acuteflangelis concealed. 8 SOS25112SS, SIDS252OOSS, SDS25212SS, SDS25300SS, SDS25312SS Stmnq�Drrve SOS Heavy -Duty Connector SS Screw 15 GA1 � GA2 Gusset Angles 17 ILTB20, LTW Bridging 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to-Pbor Screw 16 H2A, H2-,-)T, H8, H1 0A.2, H1 OS, H1 4. HGAII 0 Hurricane Ties 18 LTS12, LTS16, ILTSIS, LTS20 Light Tvvist Strap 6" and heights ranging from 2-5ig!'tc 17 HCJTZ Heavy Concealed JDiatTis 19 MGT Medium Girder Tieclown 18 HH4z HH6 Header Hangers 20 MST27, MST$7, MST48, MST60, MST72 Straight Straps FL#10007-RB 19 KaS1Z Knee -Brace Stabilizer 21 MSTAP, MSTA12, MSTA15, MSTAI8, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-RO 20 1-30,1_60.1-7Q,L90 Angles 22 MSTC28, MSTC40, MSTC52, Ml MSTC75 Straight Straps §=1 Product Model, Numberar Name 21 LCIE4 Postcap 23 MSTC48139, MSTC6SB3 Pre -Dent Straps Sea 9 Product Model. Number or Nam Pmduct Descaegam I ATR318, ATR1/Z ATR518, ATRZ14 Threaded Rods 22 LS30� L-550, LS70. LS90 Skawable Angles 24 MSTI26, MST13e, MSTI48, MSTI60, MST172 Straight Straps 1 BA ser6s hangers Top flange hangers available in widths ranging from 1 -9116'to 7- 2 ATUD5, ATUDS-2, ATLIM, ATUO9-2, ATUD9-3, ATUDI 4, ATUD1 4-2 Aluminum Take -Up Device 25 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTSSO, MTS30C Medium Twist StTap 1/8" and heights ranging from 7-1161c, 39'. EP318-2, BPI/2, BPV2�, BP6/8-2, BP518-3, BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSS,12812, LSSJ2&RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2xiO-12, NCA2x12-1Z NCAW-16, INICA200-16, NCAW2-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-516" to 7- 4 CNW3/8, CNWII12, CNW518, CNW5/4, CNW518-I/2_CNW314-5/8 CouplerNuts 25 LSSRI.81, ILSSR2.1. LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablefSkewable Hanger 27 RCW[312, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24"� 5 CTUD55, CTUD655. CTUD66, CTUD75, CTUD76, CTUD77, CTUD87. CTUD88, CTUDO7. Coupling Tak"p Device 26 LTP4,LTP5 Tie Plates 28 RPS16, RP=, RP628 Repair Plate Strap 3 DGF series hangers Top flangehangers ov "ible in widths ranging from 1-1r2"to 3- CTUD96, CTUD99 27 ML23Z, ML24Z, MI-262, ML28Z, ML21OZ Angles 29 RSP4 SW d to Plate Connector tiff" and heights rainging from 7-114!'to 24", 6 N3, N4, N5, N6 Heavy Hex Nut 28 MMH8 Roof Tie -Down 30 SPI, SP2, SP4, SP6. $PIg Stu d Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314!'to 3, 7 RTUD3, RTUD3B, RTUD4. RTUD4B. RTUD5. RTUD6, RTUD7, RTUD6 Ratcheting Take-U p Dev ice 29 MMHC H"ed Roof Connector 31 SPH4, SPI-S, SPHa Heavy Stud Plate Tie 5/8" and heights ranging from 9-1142'to 24'. 8 TUD9, TUQ10 Take -Up Device 30 MMLU26, MMLU262, MMILU28, MMLU28-2, MMLU210. MMLL11211, MMLU139. MMLU1311 Faca-Mount Hangers 32 SSI.5,. SS2.5. SS3. SS45 Stud Shoe 5 EG5, EG7, EGO series hangers, Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW313 Take -Up Washer 31 RBC:RBCP Roof Boundary Clips 33 ST9, ST1,2. ST118, ST22, ST292, ST2122, ST2115; ST2215, STB215, ST8224_9Ta236 Straight Straps 7f8" and heights ranging from I 1"to 32-1Y7% 10 URS3 3fg" Uplit Rod Run Tiodown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30: TB36, TB42, TB48. TB54, TB56, TB6O Tension Bridging 6 EGO series hangers Top flange hangars available in vAdths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tleclown System 33 RTC22Z, RTC42, RTC2Z, RTC44 RIgIrl Tie Connectors 35 TWB10, TWB12, TW614 Wall Bracing IM" and heights ranging from 11-114" to 37'. Z 12 URS5 Big" Uplift Rod Run Tiodown, System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch G War Ttedown 7 GLS series hangers Saddle hangars available in widths ranging from 3-1 hVin f,7/9' 13 URSO 314" Uplift Rod Run Tiedown System 55 TJC57. TJC57 Truss Jack Clips 37 WE31 06, WSJ 080, W61 26, WSJ 26q. WB143C Wall Braring end heights ranging from 8-112" to 28`_ $6 Z2,Z4.Z44 Panel 5tiffen or Clips 8 GLTV series hangers Top flange hangers available in widthia ranging from 3-114?'to 7- 1/8" and heights ranging from I I " to 32". FL#10441-R6 FL#J MI-RO 9 HE series hangers Top flange hangers available in Wdthe ranging from 1 -9/1 6�'to 7- FL#10447-RS 1/2" and heights ranging from Wito 3(Y� §MA Product Model, NUMI*r or Name Product DescHrAlon §KJ Product Model, Nulm bor A)r Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 5-718" 1 OTT2 Hold-down Seg * Pnoduct Model, Number or Name Product Description I CRHZ37x5,5, CBH2.5,7x7,83, C8H2.S7xO_75 Concealed hangers and heights ranging from 10-1,7'to *� 2 HOCIO14, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face -mount (DU, I)HUI),and top-fiange �DHUTF) hangers 11 HGLT series hangers Top flange hangers available in kvidthe ranging from 3-114!'to 8- 3 HDO8, HHDO1 1, HHDQ1 4 Hold-down 2 IDGC2R-SD$3, DSC2L_SDS3, DSC5R-SDS3, DS05L-SDS3 Drag Strut Con noctors ovailable in widths ranging from 1-9118" to 3-9/18" and heights 718" and heights ranging from 7-112'lo 3Z', 4 HDU2, HDU4, HDUS, HDU8, HDU1I, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-1 Stl 6`_ 12 HGLTV series hangers Top fla n ge han gers eve ilable in Wdths m ng ing from 3 -114!'to I- 5 HPA28, HPA35 Stratc-style purlin anchor 4 HCR1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SE)S, HGU5.25-SQS, HGU5.50-SE)S. HGU5.62-SOS, HGU7.00SOS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33'. 5 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHl HHRC411,81, HHR044, HHRC5.2513,25. HHRC5,37t3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SIDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA,MASAIP Foundation anchor strap HHRC66 4 HGLIS series hangars Face -mount hangarsavail-Able in widths rarriging from 1-50to 7- 9118" and heights ranging from 18` to 26'. a MPAI32, MPA144 Strap -style purlin anchor 8 HRC1.01, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/1 5�'to 12-718"� 14 HUSTF series hangers Top flange joist hangers available in Wdths ranging from 3-1/8" to 0 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26. LRU28. LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.5O-SDS, HHGU5.62.SDS, HHGU7,00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16'and heights ranging from 5-318" to 10 PAII8, PAI23. PA128. PIA135 Strap -style purfin anchor 8 LSU26, LSSU2a. LS.SU210 Light Slcpeable/Skewable U Hanger HHGU9.O0-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in wdthis ton ingfroml-9/16"to5- 11 STHDI 0. STHDI ORJ S.trap-style hol&douvin 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUIS46, HHUS48, HHUS410, HHUS5.5WI0, Face -mount hangers 112" and heights ranging from 3-7116"to 16'. Concealed flange 12 STHD1 4. STHDl 4RJ Strap -style hold-dowit, 10 TC241 TC26: TC28 TrussClip HHUS7.26110 version (H UCTF) available for all models having width equal to or C" cl-i 11 THA29, THA213, THA21 a, THA218.2, THA222-2, THA412, THA41 8, THAC416, THA422. Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSUILC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". CP THAC422, THA426, THA422-2, THA426-2 118" to 6-IJS" and heights ranging from 4,3tVto 16-3/4!'- 16 HVVP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- C%J �Z 12 THAIJ.81122, THAl2.06(V, THAl2, 112Z THA1222, THA1322, THA13522, THAW J� Adjustable Truss Hanger Sized for I -Joists Concealed flange Version (HSURG, HSUILCY available for all lff' and heights ranging from 5-W&'Iro 28'. to to >� IS THAL422, THAR422 Skavmd Truss Hanger double 2Xand 4Xmodels: only acutaftrige, is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9M6" to 7- . 1 -o := 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTQ261 HTIJ28, HTUZIG, HTU20-2, HTIU23-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-318"to 52'. %� Q3 = > 15 THJM2-4-SDS3, THJM2-5�8DS3, THJU26, THJUM-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in wicliths; ranging from 1-9116" to 7- 16 ITS series hangers Top flange hangers available in wdthr ranging from I .911V'to 3- 16 TSBR2-24 Truss Spacer-RestraInt 112" and heights ranging from 2-716! to 19-1/47, Concealed flange 518" and heights ranging from 9-116'to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all modeds. having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9116" and heights CJ C-4 15 VTCR Valley Truss Clip greater than 2-9116". ranging from 5-318" to 7-14', LA_ C>3.C- 10 HU=.81/9-SDS, HUCC1.81111-SOS. HUCQ210�2-SDS. HUCQ210,3-SDS, HUC0310- Face-mourit hangers 20 J13A Series hangers Top flange hangers available in Wdth of 1-9116'and heights = � to c14 - SDS, HUCQ410-SOS, H000412-SDS, HUCQS.2M-SDS, HUCQ5.25/11-SD�S, HUCQ610- ranging from 9-3116" to 13-118". t^ Z; = to SDS� HUCQ612-SDS cp (_J0 cp E o Ls Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 Simpson Strong -Tie 2020 F13C Approved Products Updated 12/30t'2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJO12020 Simpson StroN-Tie2020 F13C Approved Products Updated 1MO12020 For direct links to ell SST approvals listed belmv, CUOK HER For dkwt links to ell S$T approvals Ested below, CLICK HERE For direct lInks to all Self approvals litted Wow, CLICK HERE For direct links to all SSTappravals listed beJovv� CLICK HER ---Z For additional information regarding Florida�s Statewide Product Approval System and Marni-Oade County Notice of Acceptance INCA), LL1QLJ&U, For additional inforingticn lagerding Hordes Statewide Proilipt Approval System and Mairri-Dade County Noko of Acceptance INCA), Qjl;�, 1 For additional information regarding FWda!s Statewide Product Approval System and MArni-Dade County Notice of Acceptance �NOA�. S,�. -For additional informadon regarding Florida's Statewide Product Approval stem and Marni-Dade GotintyNotice ofAcceptance NOA), LLLaLUZU, 21 LB series he ngers Top flange hen gets available in width of 1 -9/1 IT'and heights FL#1 WO-115 18 StLBV1,56, S&BVI.81, SILSV2,06, S/LEV2,37, SILBV2.56, SILBV2.68, 5/LBV3.12, Top Fla nge Joist Hangers 6 SET-XP Adhesive Anchor for concrete ranging from 5-3ffl" to SILBV3.56, VLRV3.62, SILBV4.06, SA-13V4.12, SfLBV4,28, SILBV4-76, S/LBV5.60 6 Strong -Bolt 2 (STB2, ST62-4SS, ST 132-6SS) Slrong-Golt 2 Wedge Ainchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available In width of 1-91le'and holgh1t. Sea 9 Product Model. NuMber or Name Pmduct Deserlption 19 SILTT20, StDTT2Z, -'k/HTT14, HTT4, HTT5 Holdovens stae(and Types 304 and 316 stalnesi; steel ranging from 9-3116" to 13-1181'_ I HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, VMST72 Straps 118 mil (10 gal 7 Titen HD (THD�H, THD-HMG, THO-44SS, THD-H6SS, THID-08, THD-CS88S) Titan HE) Heavy Outy Screw Anchorfor concrete and masonry 23 Ll LIEQ5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114P to 6- 2 HRSO, HRS6, HRS12 Strap Ties 21 SP4, BPS Stud Plate Ties avallable with hex head In carbon stool and Types 304 and 316 718" and heights ranging from 9" to 3 HUCQ210-2-906, HUCQ210-3-SOS, HUC0310-SDS Joist Hanger 22 SSPf OSP, Ttp Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Wdtha ranging from 5-11,V'to 6- 4 THGB2, THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC. OTC Truss Clip Type 316 stain Less steel 718" and heig his Fan g Ing front 9" to �S2-1 17'. 5 THG02-SDS3, THG03-SOS4:5, THGQH2-SDS3, THGQHS-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TSD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THaW8-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THDB25158RH, THE)837158RH, THD37212R]l Titan HE) Threaded Rod Hanger for concrete IY8" and heights ranging from 9-114!'to 24', TH050234RH, THD1C212RH) 2S PF, PF8, PFDB, PFDSS series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All lWA) Wedge -All Anchor for masonry ranging from 3-316" to 7-118". FL#111473-R5 FL#13W4-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sea # Product Model. Number or Name Product Dmr ption Sea # Product Model. Num ber or Name Pmduct Descrit3tion FL#f 6MO-RO 118" and heights ranging 9-114"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHOG, GCOM4.62-SOSHIDG, CCQM5.50-SDSHDG, GCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.62-SOSG, CCTQMS;50-SOSG, CCCOW.62-SOSG; CCCOM4.62-SOSG, Product Model, Number or Name Product Descrintion 3 H16, H16S, H16-2. H16-2S HurricarieTie CCOQM5�50-SOSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-115 4 HETA12, HETA16, HETA20, HErA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G.KT, ECCLQM4.62G-KT, ECCLOM5-50G-KT, ECCLI-QMD3.62G-KT, Masonry Pier Cape 2 FF-HP FF-HP Epoxy Adhesive for masonry 5 HETAL12, HETALIO, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCILLOMD6,600-KT, ECCLRQMD3.62G-KT, ECCLRQMD4,62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesiyefor masonry Sea If Product Model, NuMbor or Name Frucluct Descriotion 6 HGAMIO, HMO Masonry retroffirt connectors KT, ECCLRQMD5.50(3-KT 4 Strong -Bolt 2 iST62) StronD.Bolit 2 Wedge Anchor for masonry I AUA44, ABA44R, ABA46, ASA46R, ABA86. ABA66R Adjustable Post Base 7 HHETA16, HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25; HGUMS.50, HGUM7.00. HGUW.25. HGUM9.00 Heavy Masonry Hangers 5 Titen 2 JYN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46 ABIL146R. ABU5.5, ABU5�6, ABU65, ABUK Agow, ABU88. Adjustable Post Base 8 LGT2, _GT3-SD$2.5, LGT4.SDS3 GirderTIedovm 4 LGUM26-2, Li3UM26-3, L,51LIMM-4. LGUM28-2, LGUM28-3, LGUM28.4, LGUMl Masonry Beam Hangers 6 Titen HD (THD-H4SS. THD-HOSS. THD-CS68S) Then HD Heavy -Duty ScrewArichor forconcrete available in 304 ABUBBR, ABU1010, ABU1010R, ABU11212, ASU121.21R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2`IO-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 sitainless steel with 3 ABW44Z, A9W44RZ. A8W46Z. ABW46RZ, ABW66Z. ABW66RZ, ASW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 UBHA3.12fg.25, MSHA3.12111.25, MBHA3.56f7.25, MBHA3.5619.25, M8HA&56f1l.26, Masonry Top Flange Beam Hangers countersunk head, U) 4 AC4, AC4R, ACE4, ACO, ACOR, A080 Post Cap 11 M97AM24, MSTAM38, MSTCM40, M8TCM6O Strap Tie for Masonry MBHA3.56111.88, MBHAS.58114, MBHA3.5Wl6, MBHA3.5SJ18. MEHA5.50R.25. 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or mason ry 5 SC4, BC46. BC4R, BCO. BC5R� BCS. BCS2-2M, BC52-3/6 PostCap 12 MTSM16, MTSM20, Hl HTSM20 Twist Strap for Mawnry MBHAS-5019.25, MBHA5,5WI1_25, MBHA5.50/11.58: MBHAS.50/14, MSHA5.50118, 6 Ca44, CB46, CS48, CB68, CaS8 Embedded Column Base MSHA5-5Gfl8 cz 7 CBSQ414-SDS2� CBSQ46-SOS2. CBS086-SDS2, CBS088-SD,92, CBSOB&SOS2 Embedded Column Base 6 MBHU3.56/g.'25, MBHU3L6f11.25, MBHU3.55111.88, MBHU3.56114, MSHU&56116, Masonry Beam Hangers FLM 6937-R3 > 8 CC, ECC, ECCU Series Bolted cc lumn coo with W1 tang ing from �1-lftl" to 9-1 t2' and FL#11496-R5 MBHU3.56118, MBHU5.6M.25, NISHU5.50111,25, M131-11-15.5011.88, MBHU5,60/14, W2 ranging from 3-W to 7-112" MBHU5.5011 6, MSHU5,5011 8 sea 9 Product Model. Num ber or Name Product Description 0 9 CCQ-SD82.5, ECQQ-SDS2:5 Series Screwed column caps with W1 ranging from 3-114" to 0-112" and Sea 4 Product Model, Number or Name Product Description I X3421016-51<� XISID16, Xi R1 O184K XQ1S1 D18, XQ1 61 016-4K #10-16 Sti-ong-Drive X Metal Seff-Drilling, Tapping Screws with #3 W2 ranging from 3-518" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point > 10 CPT44Z, CPT66Z, OPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XL011 4TI224, XLQ1 14B1224-2K 412-24 Strong -Drive XL Laige-Head Metal Salf-Oriling, Tapping 11 12 EPS44A. EP544, EPS46, EPB66 EP84Z Embedded Post Base Embedded Post Base 3 4 HD3B, HD5B, HD711 HOPE HTT4, HTTS, HTT5-314 Bolted Holclowns Tension Ties Sag N Poodact Model. Nurn bar *r Name Product Diascdeqgn 3 XMQ1 14S1 224. XM01 14W224-21< Screws with #5 Drill Pointend Large Diameter HaxWashar Head #12-24 Strong-DHva XM Medium-Heod Metal Sell 0 13 LCB44, LCM6 Embedded Column Base 5 LTT19, LT-720a, LTT131 Lig It Tension Ties I SOW223W, SOW223n, $1DW224g8,,SDW22458, SOW2260Q, 8DW22000, SQW22638. Strong -Drive SOW EWP-PLY end TRUSS -PLY $crew* Tapping Stfews with #5 Drill Point and Medium Diameter Hex 14 LPC4Z. LPC6Z Light Post Cap SDM, 2634 4 XQ11 4$1224� XQl 1481224-2,5K X1 14SI 224. XQ1 I 2S1 224. XQ1 1281224-2K #12-24 Strong -Drive X-Metal Self -Drilling, Tapping Screws with #6 Drill Point 15 MP13"Z, MPR66Z, MPB88Z Moment Post Base �2 SD=15450, SOW015$00 Strong -Drive SOWC TRUSS Screw 16 PS44, P844R, PB46, P866, P@66R Embedded Post Base FL#13629-R5 3 SDWHID300DR SOWHI94OOD2, SIDWHIOBOOD8, SIDWHIGBOOD& SUM19100ODS Strong -Drive SDWH TIMBER-HIEKSorew 5 X1J34S1O16.,XU3481016-'5K #10-16 Strong -Drive XLI Metal Self -Drilling, Tapping Screws Wth 17 PBS44A, P8846: PBS66 Embedded Post Base 4 SOWH27400G, SOWH27600G� SDWH278ODG, SDWH271000G, SDWH2712DOG Stiong-Drive SDVVH TIMBER -HEX HOG Screw #1 Drill Point is PBV6, PBVI 0 Round Post Base JW Product Model. Number or Name Product Descfigji2a 5 SDW$10212. SOWS1 6300, SDVvS1 6312, SOWS1 $400 Strong -Dr" SOWS FRAMING Screw Strong Grade) 0 19 FC44-16: PC46-16, FIC48-16; PC64-16. PCB8-18: EPC44-16: EPC46-18, EPC48-16, EPC84-16, EPC88_18 Postcap 1 2 SB518x24, SB7/8x24. SBlx30 SSTBI 6, SST920, SSTB24, SST828, SSTB34. SST836. SST81 6L, SST820L, SSTB24L. SB Anchor Bolts $STE Anchor Bolts 6 SOWS19600, SOWS1 971 Z, SDW,9224()D,81)WS225W,SDWS22512, SOWS225w, SDWS22800, SOWS22900, SOWS221 000, SDWS221 100, SDWS221200, SOWS221 SOO -Drive SOWS TIMBERScrew tInterior FL#35320-RO 2D PC4Z, PC4R7_ PC8Z, PCBRZ, Po8z, PC8Rz, EPC4Z, EPC4RZ, EPC(3Z, EPC8RZ. EPC8Z, Post Cap SST528L 7 SDWS22300DB. SDWS2240009_ SIDWS22500D8, SDWS226CODB. SDWS22WODB, Shrong-Drive SOWS TIMBER Screw (Exterior G rade) EPC8RZ SDWS221 000013 JW Product Model, Number or Name Product Descrintion, < 21 PPB44-4Z, PPB4"Z Post Base 8 SDW=312[)BB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43_5: DSSCB46, DSSCB48, DSHIS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL*13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS275GOSS, SDWS27BOOSS, SDWS278WSS, Sirong-Drive SOWS TIMBER 88 Screvv 2 FC843.5, FC645�5. FCE47,& FC849.5, FC9411,5 Bypass Framing Fixed -Clip Connector SDWS2710003S, SDWS27120OSS 3 FPHSD34S101B, FPHSD34BlO16, FPHSD34B1OI6-5K, FPHSD34Sl2l4, FPHSD3481214, FPHSQ34B12I4.5K 010-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tap Scraws Sea X Product Model, Num bar or Name Pmduot Description 10 SDWV13400 Strong -Drive SOVk1V SOLE -TO -RIM Screw ping FL#10866-R5 1 CMST12,,CMST14, CMSTCI6, CS14, CS16, CSIS, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex-1-16ad Washer 4 LSPC2.25. LSFC4:25�, LSF`C��25, SFC2,25. SFC4,25, SFC6.25 Steel Framing Con neftr 2 HRS6. HRS8, HRS12, FHAS ' FHAQ, FHAl2, FHA`18� FHA�24. FHA30, MST['26, MSTI36, Straps 97 inil (12 9a) 5 LSSC4.26, LSSQS.25, SSC2.26, SSC41,25� SSC626. MSSC2.28. MSSC4.25� MSSC&25, Steel Stud Connectors Product Model. Num bar or Name Pitoduct Description MSTI48; M8TISO, MSTI72, &WST27, SIMST37, SIMST48 MSSC4.25KW, MSSC6.25KW I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL*i5363-R 6 RCKW3, RCKM,S, Rt�KW,5, RCYW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30. LSTA30, ll L$773, M$TA9, MSTA12, MSTA15, MSTAIS, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5, SCB45.5; 80647,5,80849.5, SCB411.5, VISCS453, MSCS475 Bypass Framing Slide -Clip Connector 3 GH46-6. GH46-8, GH4M. GH48-8, GH410-6, GH4110-8-01-166-6, GH66-8, GH68-,6, GH65- Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTAIS, LSTA211, LSTA24, ST292, ST2122. ST21 la ST2215 Straps 33 mil (20 go) §"J Product MOdal. Num ber or Name Pro(luct Description 8 SCS�2-5197, SCS62-5eT SCS62-511 18, SCS82-51118 Bypass Framing Connector 8, GH61 0-6, GH610-8 0 1-:5081-13-25, SUSH3.25; MSUSH3�25 Bridging Connector I AS 18, AS ISS5; AS I SSO 18 go. Truss Plates 9 SOM.25, SCW5,5 Head-cf�Wall Slide -Clip Connector 4 GLB6A, GLB513, GLB5C, GLB6D. GLB7A G1.137B. GLI37C, GLB7D Glulam Bearing Plata 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJCJQ.25, MSJCB.25, MSJC10.25 Steel Joist Connectors 5 GLBTSI 2, GBILT612, OLST516, GBLT616, GLBT520, GSLT820 Glulam Bearing Plate 6 LTS12, LTS16. LTS18, LTS20 Light Twist Straps 3 A-1-20 20 ga. Truss Plate 11 SS93,518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glularn Bearing Plate 9 MSTA30. MSTA36, ST13215, ST6224., ST9, ST12. ST18, ST22, MSTC28, IMSTC410, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #141�11 4 Strong -Drive XLSH Shouldered Self-Driling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTO65, MSTC78, ST6236 Staitips 68 mil (14 ga) Screws LJJ 6 Upplo-SIDS3 Universa I Foundation Plate 11 Ml MTSIS, MTS18, MTS20, MTS30, MTS240, MT830C Medium TwistStraps 13 xoisioi a, xoi alair,4KT X01S1214: X011711214-3.5K, XQ78SIZ24, XQ7831224-3K, #10-16: fil 2-14: and Al 2-24 Strorg-Drive X Metal Self -Drilling, ME 9 URFP Universe I Retrofit Foundation Plate 12 sffil.5o, sel.81, s/B2.b6_%E2.37, StB2,56, V132.68, SJB�12, S1133.56, StB3.62, 8184,06, Top Flange Joist Hangers FL#J 5730-R4 X01 I 4SI 224; XQ1 1 4B1224-21.5K, XQ 1 12S1 224, XQ1 12B1 224-2K, X3491 01 6-SK, X1 81010, X1 BI 01 6-4K X1 S1 214, X1 BI 214-3,5 K Tapping Screws < sm4.12, SIB4.28, &B4.75, SIB5,50 Z 13 S113A2.1;J8, SJSA2.12/1Q SIBA212f`12� SIBA2.12114, SIBA4.1818, SIBA4.18110� Top Flange Joist Hangers Sea Product Model. Num bar or Name Product Descllil= SiBA4, 1 Wl 2, SfBA4.1 51114 1 El Adhesive Anchor for concrete 14 StHIA HurricarieTie 2 GAC, GDP, GOPM-50, OIDPM-75, GE)PM-100. GQPS. GW�50. GW-75, GW-10.0, rTIH Gas -actuated fitsteners'strid assemblies < 15 S/HbSS, S/HD813, S/HDI0S1 StHO102. SIHOISS, S11-1015a Holdowris 3 PDPA, PDPA-K, PDPA-MG, PDPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL. Powder -actuated fasteners, threaded studs, and assemblies 18 sfHbU4, WHDU6, SIHOUP, -SIHOUI 1 Holl PDPAWL-MG, PSVL3, PSVL3-K PCLOPA, PECLOPA, PTRHA3, PTRHA4 _J 17 SfJCT, SfHJCT Joist Hangers 4 SPT-3G Adhesive Anchor for concrete a_ SHEET NO. August 10, 2022 PA 1.3 HIAM mum"kApEcOUNW PGT WMtries" 111r. PGThdfttr� 11SU.5W26sft* Room= MI" OF ACCEPTANCE. EVIDENCESUBMaTM NOnCE OVAC T NOTICE OF ACCEPTANCE. V�EN�CESUBWTTED, D. QU%ALM, ASSURANCE .NOTICY01FACCE 0 A 'PTAN-CF 1. Evidence submit" undtr�jn-*Aow NOA A. DRANMGS X TESTS fcanliftaw) 1, Mami Dade-Depaitme mt, d kqplatory led Ecoamic Resources (M)_ 1070 Technology Dxive, 1- Mauufactm&s-diedrawiqpandmctibm. 5- Testrepotton 1) Aff-InfiltratimTest, per FRC,TAS 202-94 North Veidet, FL 3427 55 (Sabiwified under-M70AN& IZ-016Z,04) 2) Unifom Static Air Ptessure Test, per FBC, TAS 202-94 -E. MATERIALCERTMCATIONS 2. Dowiing No: NW5570.0* titled;'VarA. Sliding Glass Door'NOA Amft t �)MaterR T0�perFBC,,TA-S202-9C I- Notice, ofAcce ismed -to Visim EXtn_WQuLjMjtfJd fjortheif IlLisNOAisbe�ngimueduWutheoppUcabL p9a". Wyeraing vae en&sandf 1a6= 1he of -'ud111ion=Wmiak1be tbrough 21 of2l, prepared by inmMictum, dated l0iD5A5j v&h revision A dated 4) La W, Nlissik Impact Test perFBC, TAS 201-94 r Deare datedb&qjjl-5, -White ftd�]? Extrusions fiarWindaws, and doe=entabansubauttedhas beenrevwaredand - atc� byMia=-Dk1eC.auvLy.R1iR-Pwdwt Cot*& Section to D4/05117, sigued and se*d'by A- Lynn NMlerm PX. 5) Cy�lk Wind Pressum Loadingper FBC, TAS 203-94 expiring W 0-9.130)19. b,z=cd in Xnumil)ade Coudy and odwrzminwb= allm-cdby dwAu&vt4 liewimg Jvsis� (A10). .6) Foiced Enhy Tea. pff M TAS 202-94 - 1 Notice, of -Acceptance No- 164W2108 issued to Vidwn Fiarusion Limited fortheir '1-E ThisNOA" I*vaWaflu&eempiafimd,%*rta$edbelow.TheN&a=-Da&-CoutqProd=tCentrol-Sectm. not R. TESTS 'I Sliding 400r;pmp=Nf 9M with marked-W dawings aid ie�wion diagrini 4, VMY, glass i,60 2014nd ftbw- Shades (Nen-M%ite) Ried'PVC Exterior Extrusions for , Tan (1aW=Dade Co=ty),e,n*orthi-AHj(jnan=-ogwihikaMisaiiDa4kCounty),m,.s"-v--6 the right to have this 1� Ttst T 1) onifoira Static AiiPresswe Test, TA$ M-04 qpoit on 9 dated I' - by Fenestration 1.* Inc, Test Report No Fn M9, IJM15�Mgnedand MIndows and Dow e% dated 12M116, oq4ing. on 12P-9121- n In -Accopted 2)I��.Nfusae-bqpd.TestpeiFBC-TAS201 -94 sealed by,ldaknis OrbeA,P. E, (rest mportrevised on 12IMS and 02(11116) 3- Notice ofAccqptancvNa_I-_5*41q2&15 issued toVisionF.VYasi=I;tvdted fortheir theau�*, per TAS 3) C�Clic,wmd Fre�_ 'Load Z,03--% 6, Teo report on 1) Air 1af �iw Teal� per FBC, TA!� 202-94 �Brown Coated (Painted orLaminated) White Rigid PVC Exteirlor Extrusions for stt�pend dit tise 16k4u& poxtuct at muftxW,vitbjn 1heir jusm-&-ctw-n. Rtkreselves ihe tWit to revoke this aomptwml int-is determined byMian-d_Da& C-o=iyProduaCoah-4Sec6=tiat"pmductotmakmia1 fails. to g. pwpared *ngvjAhmar%bd-updjmwihp;wd` llatioadiigrambfvinyl "ing &U door 2) UnifounStaticAirPressm 1est,per-FBCjAS,202-94 . mqmxg . nwet the requiumeau afthe aWlicablk btildingcode-, byFmestration 1esting Lab, Inc- Test Rrpq4'Xo.F1L 9717 ditedlIV7115, sip� and: 3) WaterRedstaxe Test, per FBC TAS 202-94- 4-- Notice of AccqAanmNo_ I" 712.02 issued to ENERG I Fenestmfion Solutiow USA, -FNIC and �bAp is hasbemden C Thisprodact� VSwe4"d**4be*k se2led by ldaltnis Ortma, P E (rest iqwd rmw6 and n wailidi: '24116 4)LargeM*sik1a4mctTcAperFBCTA S,201-94 lvx- for their "TA.N3440 and Li&tw Shades 0ion-White) Rigid Exterior *10diqg &e 111gli Vijoc�ffwtme Zone- 2,,. ']�est tqiod 1) A-1irIn-filtratica'T wi Pe FBC, TAS:'-)ff2-94 on Cyck 5 Wind Presstm bnding per FBC, TAS 203-94 ed W11 5,1lfiL,'aqAnAg on. 010412L E:t�* as -tor Windqr.w aud,D66W dat DESCRIEMON- Ser* 101WIM- N1=34 -%i&ng Glam Dow-,Voi wfiwo infwved) 91F & 1354 torma. --LAU 2) Unifoun Static Ak Pmsure Ties(. FBC,-TAS202-94 per along withmadmd-up d awings and insWlatm diagrant of vinyl -sliding glass, door, pVared 5 Notice ofAcceptance, No. 1"712.0 issued to ENERGI Fenestra6m Solutions USA, - _4FMQVAL DO CLN01 U- Dmwing No. MD-5 570.0 Rev R, -aled -Vni$ Sliding Glass Door NOA qJ4- dW4* 3) Water,Resi� -Test per F13CI TAS,202-�9, 4- . 'FBC, by Fenesftatim Testing Lab Inc- Test Rfport No Fn 8552, dastd 1 2W 5, signed and Inc- for their "Bronze -and Lighter Shades of Cap Coated RigidPVC Exterior 1, through 21 of 2 1, prq3am d by m auuh ckuw,� date d I OJUVI 5 and ha revised on 02/01/2 l,,Av_;ied aad - staied 4Y 4) La Miss& Impact Teg TM 201-94 . W -5) PjFc*.Vk?ind Pressort J�*** FBC� TAS 203-" sealed by Idahnis Oxtega, P � F_ (Fest report imsed on 02JI 512016) 7, Test-repotton 1) Unifoma Static, Air Piessuie Tiest per-FRC, TAS:202-94 E - xt rustoB s� torM mdows -a a d Dver s' d ated 09/1 5116-'c q=Wo n 0411620. A� Notice of A=q*a=-,No-J"7-12,.03 issued- to ENERGI FenestratitmSolutions USA, hoff, P A. Lynn, E., bearing the Mind -Dade, C vanty Fioduct Control, Re-%-;sion_4amp vith-the Nbfice of A=Vtancenuaberandexpuation(hae bytheAfinni-DA& Qwzlyllkodw ConholSectim 4) Forced Entry Test, per FBC, TAS' 202-94 2) L arge Missile Impact Test per FBC, TAS 201-94 luc.-For tbm' -White Rigid PtC txte4ior Extrmsions for Windowsand Doers- dated XftSSnXbffACTRATLNG- along vvithm*ed-W dmwmp and in"bhoz.L diagram, Of ViWA 4idlk-, glaw pq=ed 3) Cyclic Wind Presswe Loadingper FBC, TAS 203-94 . lVW15 and � . **d byFenestratim1estig Lab, Inc, Test R,&p_qrtNo,,F1L J��*40 1 along with muked-W, dmvinp and kwallatim diagram I of vinyl shding glass, door, pq)md 7. Tiesuritrot SIN 104w;,_77wl A�WM0527,,535753-K, pff � ASINW--K 1- Seetabkl(sheet2)av41abk2 (shwtg) forapplicableSGO unit sizes,.design pzesswes, reidbmemeautypes,_ sealed by Idaknis Odeoak E_ (Zestrep-com7is6d' 0lAD440aodQTllM16) by fwestrafim 1esting Lab Im, Test Report No 6C (sample&�, -1 tbru A-221 dated ASTWMM9 and AMM-635, issued by EXOVA to Vi xtrusion forcellulosic 3,. T76ArqiW,m I)AirItfiftr4i.onTest,,prrW-,TAS'202-94 I 1/19110,signed ad scaled byJarge- A- Causa, P_ E_ (Su6w*Wxnd& NOA Ar& II- composite material 1% 2_1 V&if* FVQ be ��, ry, - apwBr dor whAeRiS4FVCto 2) Unifom Sftfic Air- Pressure Ted FBC,� TAS 202-94 per 010.041 (SOnrked' under Ar0_4 X& 11-01017,04) , . .�. , — lab X_ 3) Water Rrs6taccr_ Tea. per FBC. TAS 202-94 -,-per -94 8 Test repott,oft I) AirlhfikratkmT�Al FEC, TAS 202 8; NcoiceofAzcxPta=�'Nb- 14-001 -6.11 issued to Kummy America., Inc. for, tbek 3- Egwss ",abledb &;ii&mintlmrwidthorkeigM�per..FBCrequiemetw�as appfic*& 4) Large Iftsde Iwoad TW -per FBC, tAS 201-", 2) T;n&om StaticAir Pressure Test, per FE�C, TAS 202-94 exPiling 'SeatmGlaslf (Clear, and Wldw) lnterhyef�. on 67AWI 8. 4. Podwtwal6under sepwweapprovaL to berevk-wedbyBW1diAg official 5)C yrk Vkrmd P==r Ioadipg per FBC� TAAS 203-94 3) Water Resistance Test per FBC,,TAS 202-04- .9- Nd&e`ofAc4tance No� 16-1117.01 issued to Kiwaray America, Inc- for their LABEixiG: Eachudd shall bearapemuneat labelvaM theumuftctureesnam or logo, c47- state andseries and 'b ,,) Foged Entry TiNk flu Mot 2" 4),12iW Mmike InTact Test perFBC TAS 201-94 "rrosifelt Ultrack-ar, Clear and Color MB lnterlayers7, expiring on 07109119. f0U0VVi0gsUWME9t'MAjnj -D0&C40UatY-AodwtCon" Avpmved`%,noted,her*mL 4101WWift k6d ` dim' W instaillati— 411- Vinyl aUding glass dowpmpred tV4 m giam 1--oadingper -2 - XBC, TAS 5 cyrk Wind Pressure 63 A RiEN-mALof thisNpA shiabe'r-mmdoediaer an=vm4Vjicatian has beenfiledma theLe has betnw by Fewshation. Testing Lab Int, Test 9 -and XqxYrt No IFTL &47, dated 12MI15, siL� 6)f6reed. Entry Test� �per ktC, TAS � 202-94 F� STATEMENIS �apphca%eba&ngcodenegativelyaffect*tbipeL��,Dfdiispro&cf-. seakd by Idabids Ortep, P_ E_tTest _mpW4 OnOviml along withma&ed-up (hRwings, and fintaZation d sWiag,$Iass "ared Jagram ofyinyl 1, Statement -letter 'oftantennance wilh FB"tk Edl&u (20114) and FBC-P]Edition T E fffhetehasb ve dxtw ik ffie 710 or mems- vman," on 1) AiiInMOVion T + Test report fst � per FB TASMA04 'by Fenq&afion Testiqg. Lab, Inc, Test Report No-YTL 6337 (saaVkk!s,A- I tku A-5), dated 'MV, s*wd &_ sitaled by Lym Miller, P-E 0017� issue -by manufadum dated 0& =A*daXU,w!Aa&or n=tbctwedf�ffieprodud ofdm NQk as4neadontmW ofgqypwdud� qrproom�1*6se 2) Vidifomi.StatkAir Pressum Test per FBC� TAS 202-94 sealed fiA6116, skped and by Jorge. A. Causo, 13,1. (Uhwi*d an der NO-4 X& 11- 1 Statemmt-kdef"d.rno-,fma;adgWemt,-dat-ed.6VI&PI7�,kardbynatmfktum, sigoed an, _ , y*=iin&*&is NOA-FaAmtocouplyNda any 13) WatorResistance Test, pu FBC, TAS 202-94 & Sealed by LYM M&L P_V_ seci-on,oft�sNOAshdibe 4) 1xr- MsWelftad Ted pffFBC, TAS 20144 1 LetW. of bb coupharim part of the above test reports. 5)C�t* Wind P=Mr lbadiagper FBC, TAS 203:-94 C. CALC17LAHUNS 4,� REX-Test Poposal No- 17-0397 dated OM-51171, signed -by Isbaq Ckanda,-PX- the it sha e ybe,displayedmadvestsmgWiratue lfanypadwnoftheNGA_udispli��, n 11b :6) Fmrd Eehy llei( per FBC, !"_202AA L AntW verification cabillaftim structural bm*ying with FRC-2011, done mi its- tnfire�� ;1m dcw, 4ong vvAh inadaed-up draw igs and, in �.twin diagrarn of Vinyl sUm r p 'pitpatred date pr*fedbyPGT.,_ gued andt by G. OTIEEX LV$PEcn1D_N-- Xcopy-of "etaireNOAsbaUbeprovided-to the,=wbIlbe wam&ftserorits &*ftt(" nd b-yF�e*e*mfipnTes1ing1Ab_,1nt, TeAi.RrPodN0-..FTLW4_Aated ffO45. sigmd and 0 ANe.15-12M.01� L Notice of AcqVtance NO. 154210-.01, issucid to PGTIndustrim for their Sdies thaWbe aiiaitime, rxwlnskiet�fiwat 1heJob site at %e re, estofffieAnddibgO sealed by Idahnis OfteSk P, E. (rest repcd witsed.on. 010411-6 and 02JI1116). 2. G lazing cdwplies withASTME-1 300-09,- -557W277r VmNi Sl&g Glaw Door (Reinforced)- LAU- Wking, on 04/14121-, F,5 & E4 as wellas approval dmumat mentiowd ab*;�e_ The mbmi#ed ilocwwAtmm wmrevjewred-uY1S1Wq 1. chanila, px� lkhiiit Clanda, RE, bh%qTC_haxda1 PX. bhaqT. CImA&I PX1 Product Can" rkif,56' Produci-Goatrol Unit: Supwvisor Product Conool. Umit Sup"-siser NOA NQA N64i-ox"I" NO -A, No. 11 -0 2 0-F.63 NO -A No. 21410SM te- Exoration-%. �Aprit R, 11126 rathm%t*-. A F401, WA14#2026 Appr0*2jDatetUarck 15, Expiration Daw Apr it 14, 10! 6 ww.-Alarik 15", 2021 Apprevalbtte M ir. I 2"21 Apprvr�ll PAP, I E -T CGI Wkdows: and Doors, Inc. NOTICE OF ACCEPTAl-NiCE ENWENCE SVB WTT" NCOCZ0FACCEPTAINCE.- EN71I)V�CT' SUBMUMP -NOTICE OF ACWTAINCE: EVVENCY 2. Evidmce Submitted under previous:s0mitUl E., MATERIAL CERMCATIONS (continue) 3. NwEvidei" S -ebm - Wed, 5. Quw= Part &M &,Dmer.Standard_coeV4w. withASW C518'U=mal, C-0wheivity , A. DRANVINGS 018- 1 BMW hr.;-V-F, ASM F 1249 V�q�-Pass, ASIM D3985 . Ov)gen-Pass, A SIME A. DRAM74GS 1. DtawingNo.A.M-5570.0 RerB, titled -Vmyl S1iding;G1assDoorN0A W', sbeets 2190 I_G_ Dur*i1ity-No Fog -Pass. -(Snbmt-ftkd mnderprev*ws2V0A IM & IM449.05) 1. Dmwing No. AM-15570.0 Ftev B, fitled--Vinyl Sliding Glass DoxNOA (LW,- sbeets I 1 through 21 of 211, prrpared by manu&ctuver, dated 10)05115 and last rrvise&m through 21 of2l, pxpared bymanufactimtr, dated 10V05115 and 1?At revised onO2?0101, 04=- 0, signed and seakd- by A- tynn,M[ler, P_F_ T 6. Mal CanducfiAd BTU� i QUaaf�k Part L fta ConVb -WOASIM C518, Tb_= yM signed wdsealedby& 4ynn MiUes� P-E_ br_-fF-j:'F. ASIM-IF 1249VV1RPa;ss_AS'1M-D 1434 AijonPdmemm4l,�I.ASTKE -in Note: -existiog installation screwwithflat he2d- Illis'revisim consiststephtement ofsaaae B. TESTS 2189 ][,,G-. DuraWity-No Fog, ASTM E. :546 Dew - Point Devekpmenf -2(-rF 48 bm-. 1. Test reports am 1).AirinfiraWion.Test� per FBC, TAS,202-94 (S)NOw #led un dw NOA No. 1 "49-4. #S). 2) Unffam Static Air Pmware Test, L*ading per FBC, TAS,202-94 :7- Visim Extrusions. Ltd., Pxts coroptying with PVC-AAMIA 303-1.3, Vbhutary^Sodfication. TESTS 3), Water Resistance Test, per FBC, TAS 202-94 for Rigid?*ri*4 Chlod& Wi�; Fiaeri" Proses f0r�isift Eift� Ltd.-VMi by 4) Ixge Mis We Impad Test p er F13C, TAS 22 0 1-94 AAMA Fenestratm ExtedlorPmfik Certification Pmgram. (SnbmhW jinder N04 N4 15- C. C-ALCULA11ONS, 5) C�tk ATiod Piessm Loadi FBC, TAS 2qj M .. Ingper 0409.05) 'thPVC None along, with madmd-W dmiW and ins�n 'diagramof au PGT In(histrim, ]nc. 8- Visim Extmiong., Ltd- Parts complyin _&wi -AAMA303-11 - representative -uEtits.fisted below and test ed to qimffy, Dowsil 7PIaadDowa 9 93 silicanes (SubinAW uneer NO.4 N& 1"469.85) pvpared by Fa=Wjbm Testing Laboratory, W . Test Reports Nd: 9- PVC-AAMA 303-11, Vobhtaty Specification. fct Rod P*vinyl Chlm& (PVC) Egerior D.. QT -U=ASSTT,&NCE YTL-7897� PGT M5520 PVC F . JxedWmddw (vok 6 in pnVoSA,, dated:00M1114 - Profiles for Vision. barustons, Ltd VEX-1 by AAMA Feum=ton Extaw Pmf& 1. Miami-Dadr Department ofRpguhfty andEconomic Resources at I . ER)_ FTL-20-2107.1 ' PGT SGD730 Alumi=m Sliding Glass Door (unt 7 ki pwposa� FTL-20- Certi�on Progr� 2107.2,PG,TCA7.40Ah= outs%ingcmemmt.vrm&w(unogin�pfqosa-�rri�-20-. . 10- Notice of Acceptance No- 184217.14 issued WEnergi Fenestration Sobtiop� USA, Inc- for E, MATERIAL CERTUICATIONS. 210.7. 3, . PGT PW7626A Aluminum Fbied W-mdow (unit 9 in puposi* and YTL20-2107.4, thm -ran 3040 & 11gk shade (non-whiW) NVWW Rigid PVC ExleriorMx1rusions for Notim of Acceptance- No, 1"305.02 issued taKnrarayAmerika. hie. forthitir PGT PM-762) OA Ahm=m Fhwd Window (unit 10 in popoul) dated 07/131W, Wl sigped WkdowsandDoors7, expidagon=klf2l.. "TrosHoW Ultradiear, Clear, and Color PVB Glass1uterlavors- 0pMba07iG3.?24_ and sealedby. Idalmis OrbqM'PI.- 11- Notice -of Acceptanat 'No- 18-01M,42, ksued to"Em Fewstratim Soluti6p, USAT for 21- tbeir-se-nies -Wliteltigid PVC. Exterior Extruslow fvk�Wladows and DhwM,"_rKPMn 'gon 0"M C11 "SentrTGlasS (Clear amMlike) CAass InUT]kven ;d 07W-3- C CALCULATIONS 3- Nofi-m ofAcceptance No- 19-110&10 issued to Vision Extutsim, Lumted fbr their -'BrD" AW=.. Va4cation catplatiow and. sftucftural atL coqpl-eg with INC 7*- -of Accqg=ce No- 2"20103 iw� to Eaergi Fenestration 8;6WtJon,.USA, lur- or 12, Notid, f Jate i'llito Riod COW (Pai d or Laminated) V Edition (2820), dated- M'.-2j2G-. pepwbd b luam�.-Mknm. and se�d y 'Y r & kht shade capc�uated -or tfieir"I�t ooze mwte Rod PVC Exterior Extmsww f and DoorS7. vqwing on, 09130P24. AuflmyLynn Miller_� T_E_ 2� Gbziag coteptim with ASTME1300-04.-N.-12, and -10. 'Whulowsau#Doors". expidagoa,0446125- 4- "Notict ofAcceptaam 'No- 19-1106.11 issued to Vision Extiusiom LiOlkited for theirsiffim: nTIONT=202 and lighter s1tadesl(Non-whito) Rjed CellilarPVCF-itgrior I). QUALITY ASSURANCE F. STATEMN-TS and- DooW� r*� bA 121 , 1� 2912 Aftireirl1ade Dcparttuent of Rrgubtoiyand Economic Resm—m MER). 1. Statement Idler of confmmiance to � IFBC 7A� FAUtion- (2020), dated 04MM, issued by mafluftctlurr� stwd and sealed by Arahmy Lynn Miflff, Pa F.. ST-kTENIENM E. MAT . ERLAL CERTNICATIONS 2. Statmvmt letter -of na fwmcial interest and of`mdepwdeut, imed by manaachm, dated I- Stalenwol, letter of confOrman'M to I YBC T' '"Oo4,C2 M-) dated 0201421 b, issued - y I- Notice of Acceptance No. 19-03055.02 issued to Kuraray America, Inc. fortheb- 04/1MG, gigned,andsealedbyAutiopyt hfdlff, P.E. maftufacft=� signd aadsekled!by Anthony-,L Iler I _E' yiia"Mi , P 'Troffelt Ultraclear, Clear, and Color 1WB Glass Interlavere, expiring- on 31 Private I.Abeligg Ageement document. between PGT, dated 0330115 aud:sigured by All 2_ PrivabL- Labeling, Agreemea -dated G3M/21 bdwem, PGT I:nd=ftkk Inc. and CGI 07108124- Jn�vedparties. wilidowS and Dom 1w__ signed by Dean M,Ruzk PY, VP. Eqgkwefingon behaff of 2- N otice Of. �No. 17-080MI. issued toKuraravAmeiwia�,Jnc. forth& bdthcbqpaeies7 -SmtryGlaiA (Clear and WWte) Glass lnt"Tffs� C#*,on�104)21 G. 0TE1RS 3- Notice of Acceptance No. 18-1106JO immd to, Vision Exhusions: Limited for tb& I- Tbis NO'Arevises:-NO.A#�17-042(LO6(PVTw)CGI) and updatestoFBC202Q:(7&EdWQUX G. OTEDERS '�&owntoated (Painted or Laminated) N%Wute Rigi d PVC- Ex*rior EltrUADUS evidug w1al- I-- -M&_N`0Arew,0s_ &renews NOA#20-042RI65 (PIAw��,, "'14)26., fv� Vrindows and Deere' i0;24. o4&ingon0g�) 2.� tea appraved b qI_ yI Clandk PEexpiemg omposaisag-los fted 011100 sha -02 1, apidng,04/14126.,: 2. AetunentassodatedPIACGIfile#21. 05.0 4. Notice of A, cceptance 'No. 19-1106.11 issued to Vision Extusions Limited for their 04/14121- &ter shades seties.,-VE 1000 Tan 202 and ig (Non --White) Rigid CeNdar PVC Exterior Extrusions-forWindows, Door!C%expirbg MO- - I h_�. and on 14A41 14 t C11 , anda, P-X I&aq 1, CUa4, PX. P"Aaft Cootmi, unk Sup"Viaer Product Cautrd Llidt _S��r NOA :1-0205.03 Expiration Da tt- April 14,2016 J� iration Dati: AVA114,1026 ExPi"004DO14, Apra 14, zux ApprovA Da lx,� AL-10. "A 101 Approvid'D I al te:, 201 Appralr�l Disi� !621 E 4 C_ Cn > 2 co 0 -a 0 0 Co Cn Cn 0 0 �3_ = 0 a) (n co -0 4-4 0 = 0 - — -.1.- CD E " Cn -0 Lj_ #.- 0 CU -6-0 Cf) -t=! CU > "0 C_ C:)- Z Z W mi cn E =3 0 n E ce E J2 CD CJ U) 0 L_ CL CL 0 (n M M < Z Z SHEET NO, PA 1.4, August 10, F U) —Cu (3) > 0 MIAMI-NnAMI-DADE COUNTY CL 0 0 gm�� PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA. LLC Cast -Crete USA, LLC (3) 0- co -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 Cn =3 U) NOTICE OF ACCEPTANCE (NOA) Wn. Ln ig in i d a d e.y_ov/ e c o n o in I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0"3.03 (D -0 0 L- Cast -Crete USA, LLC 63,24 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 21 C: 0 = 0 Ll- Seffher, Florida 33584 1. Drawing No. FD4612, titled "Precast and PrestressedLintel Details sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of 0 = ,- CD prep ared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. L T4 612, titled "Cast-Crete4", "Lintel 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 & 12 Co 0 > 70 E SCOPE: 6" & 12 Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 " 6" & 12 " Lintel Safe Load Tables'. sheets I '�g Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all (D L2 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated April 28, 2003 both through 3 of3, prepared by Cr Parrino, P. E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. D Cn C)- The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, R E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on co < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 2Z 2012 B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Liniels Filled and R. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared C. CALCULATIONS Fi Section (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14 201 through 14 236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, A E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHI may imin. ediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUAILITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Mami-Dade County Department of-Permittirig, Environment, and Regulatory Affairs. z Calculationsfor Cast -Crete Linteh� dated 05129103, 140 pages, prepared by Craig E. MATERMIL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino� P. E., signed and sealed by Craig Parrino, RE E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" ffigh Strength Precast and Prestressed Concrete Lintels 1). MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUAIENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality S�stem Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete U&4, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation dated February 03, 201Z signed and sealed Parrino, P.E., certifying compliance with theFlorida Building Code, 2014 Edition. Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last , 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002 by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2614, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0&0320.09 A. DRAWINGS date by the Mianii-Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Sutall Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Lr4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by 1. None, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, A E., dated March 24, 2003, lost revis ion dated March 11, 2 008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1, None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product� for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. ByVlami-Dade County Department of Regulatory and Economic Resources (REV. any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Mianii-Dade County, Flori4 and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory andEconomic Resources (TER), 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 EditioI4 issued by Cast- shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. C� This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and CP E-5 as well as approval document mentioned above. The submitted documentation was reviewed b Relmy A. Makar, P.E., M.S. y 4 elmy'A. Makar, P.E., NLS- �-,. �-, I -��eliny A. Makar, P.E., M.S. -�eluiy A. Makar, P.E., IVLS. cc C-1 Prn net Control Section Supervisor net ( Supervisor Product Control Section Supervisor NOA No. 204WO.15 5PROVED1 Expiration Date: 091IU2023 NOA No. 20-MO.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date. 08/20/2020 Approval Date: 08/20/2020 Approval Date. 08/20/MO Approval Date: 08/20/2020 7; Page I F-2 E-3 C1.- s Cast -Crete USA, LLC C"t-Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -Dade County Department ofRegulatory and Economic Resources (RER), -1. By Mzami-Dade County Department of Regulatory and Economic Resources (jZER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code� 2017 Edition; issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. K Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CIO 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete tNA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CZ 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of > 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets 1 0 < through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. 0. =3 0 B. TESTS 0 1. None. L- 0- C. CALCULATIONS (1) 1. None. U) D. QUALITY ASSURANCE 1. By Mami-Dade County Department ofRegulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS < 1. None. F. OTHER 1. Article ofConversionfor a name change. ca W Makar, M.S. < C�Ileluiy A. P.E., Cl Helmy A. MWwr, P.E., ALS. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20)2020 Approval Date: OW012020 -i E-4 E-5 SHEET NO. August 10, 2022 PA 1.5 I 1 111 IF I I F1 I I F I ILI ECO TILLIT TESTING A ENGINEERING COMPANY VATTR TTUXrJR"LP1' ,RA- n2t FL� 4414' T C\ ERT91 REPORT NO.: 204128.01 DATE, July 28, 2020 PRODUCT CATEGORY: Shutters. PRODUCT SU&CATEGORYt Storm Panel$ PRODUCT NAME- 20 GAGE GALMANIZED STEEL STORM PANEL MANUFACTURER: Global ftladlon 4800 SK 61 Street Davie, Flori&33314 -1. PURPOSE OF EVALUATI- N. This is a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. ISY*tem ID # 1906 to the Global Protection Products, LLG, Rule Chapter No. 61 G20-3, Method I D of the Florida Darpa rtment of SUSI neas an d Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been vetifled for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verily that ft Product Is for the purpose iriteriddEl at least equivalentto thatrequired bythe Code, This Product Evaluation Reportahall bGoubject to review and revistion in ease of a Building Code change that may affect Its Ilmitations and conditions r Z. EVIDENCE SUBMIUED, 2.1. PRODUCT EVALUATI0N-0OQiIMEKJ(",.QJ, Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of.26 prepared by Tifteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P�E.; dated 07198/27020� This drawing Is an integral lyart jS,tpis Evaluation Report, ot-kit t1fl" A, rij NO, 44167 6155 NX 36th Street, Suite 305, Migni, Flaria '0 3316 Phaiie: (305) 871-1510 Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 its 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 # 96-50 dated 08/0911998, #96-670 dated 09118/199B, 06-71W dated 09120/1996, all three signed and sealoo, by Hector M. Medina, P-E., Fenestration Tesfinj Laboratory, Iric. reports # 2032 dated 0411611998 and # 2126 dated 10/06/IM witnessed by Gilbert Diamond, P.E, and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Tensile lost report No. DCM-197 byQC MetalliargIcal, Inc,, dated March 13,2009, signed and Sealed by Frank Grate, P.E 29-8—TRUM-RALEN INEERINGf ,AWW.AnQft On, 20 Gage Galvanized Steel Storm Panall for maximum panel length vs. design Wind loiad,as well as maximum anchor spacing vs. design wind load and panel length based on rational and cornParalilvOanalysis, and In accordance with section 1616 of the Florida Bulkllng Code. Calculations prepared by TilteQo, lnc�, dated 111103108 and 03112115. signed and sealed by Walter A. TIM, Jr., RE, 3. MISSILE IMPACT RESISTANCE; Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. 4. N D LO RESISTANCE-, I AID 20 Gage Galvanized Steer'StorM Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated an SheetS8,10,14. 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No, 20-176. Maximum Anchor Spacing shall be asindicaled on sheets 8, 9, 10, 11, 14,15,17, 16, ig, 20 25 and 26 of �5,ef Product Evaluation Document (P.E.D.), drawing No. 20-176, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thry 20, 23. 2,4 and -26 ot 26, of Product Evaluation Document (P.E.D.), drawing No. 2D-176. Minimum separation to glass shall be as Indicated on sheets 6, t4, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 8,A) IN C`SE4W PRWAT STONE- OR FMCAST' CONCRETE PANEtS� STUCCO OR WOOD BOARDS BE FOUND 00 74E "VALWO OU"M WALL� ANCHORS SK4U HE LONG EM000H TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I STOW PA"NM S11WLft"M;ffB" UME�" EVJ�KAS BEEN VERIFIED FOR CONIPLIA04CE IN ANCHORW SHALL BE AS MEW04ED IN 00) AND IN B2). 2020 t7=t ACCORDANCE WTH THE E DE. ) Or�� (C) DESJGNjJLND THE ASOW MENTIONED COOC� FOR A I OFACTURE5 BY 1,7,W� VIUMM, IN -- - JI PANUMATt FINIALE 10 AND PANELIOATIF PLUS ANCHORS, AS MANUFACTURED BY aco CONSTRI)CIVON PRODUCTS 4.0.S� FOR A 8 OCS4W PRESSURE PATIN" *O"M ON SHEM 7 TIM 12,14, 15, 16, 19 & 20, 1/4, LAO SCREWS PER so 7/1 '0 * 5,W WOOD SPUSHM AS DIVIRISWID) BY ALL MW SCREW, DDLY & o4r*41,� CO� IN ORDER TO VERIFY IRE ABOVE CONO", ULYTMATE DEU14N WIND LOADS OETERMYNED PER ASCE 7-If SHALL BE FIRST AEMM TO AS�O� Oc$" WHO LOADS By MULTIPLYING THEM BY 00 IN ORM TO E 1) MINIMUM INPREADED PENETTIATIO INTO WOOD OF TAPCON ANCHORS SH#AL K 1 1/2' AND 2- FOR ELCQ PANELMATE PWS COMPARE THESE W/ Wk fA.SO) OESION PRESSURE PATINGS WDICATM 0" SHEM 7 THRU 17, 4, 15, 16, 19 20, AND PA"am" FEMPAE a. W ORI TO VERIFY THAT ANCHORS ON THIS PCOF AS TESTED WERE kDT 09ER STRESSED. A = INCREASE IN ALLOWABLE S=BASPHO ALL LSgNSM. INTO THE MF%EUWWM =�JBE 1 1/2'- NO IMEADED AS PAW 0 ED PiD$ETRAnQN. MM MR WIND LOOS VMS = UM IN THEIR ANALYSIS. FASTENERS SPAC414 TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.& 20tS. Ql) MINOW EDGE DIST44CE Of LAG SCREWS, INTO WOOD SHAU. BE AS INDICATEO IR THIS ORNWINC STOW PANEI:S AOZOUACY FOR IMPACT AND WIND RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ADM MO[TIONEI) tOIX AS PER HURRICANE 0,10INEERINO & YEST44 INC. REPORTS 06-50, 9&-570 & 96-M MO CA) MMMUM PENETRAWN OF WOOD BUSHM SHALL BE 3/0'. 1/4* 0-2a SCREWS JIM SHALL BE t j/2' LONG MINIMUM FENtINTRATION MSTING LA% YNC�, REPORTS #2032 & #21215 .,AS PROTOCOLS TAS-201, TAS-=2 AND TAS-203. SHOULD MCCO VgM AND 1* M04MUM FOR WALLS WITH NO STUCOM AS WELL AS AMERICAN TEST LAS OF SOL" FLORIDA REPORT 0219,07-09, AS PER TAS 201. In 202 AND m 203 STANDARDS, CS) IN CASEIHAT PRECAST StONE. OR PRECAST CONCRETE PANELS STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTINO Z ALL ALUMINUM WPUSIONS TO BE W63-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 WALL ANCHORS SHALL BE LOW ENOUGH TO MACH THE MAIN � MOD $I" PANELS ANCHORAGE SHALL BE AS MENTIONED IN C-1). C.2) & CA) 3 ALL ALUMINUM SHM MUM USED AT CLOSURES SKALL HAVE 3105-1414 ALIJDY. (0) ANCHORS SHALL BE INSTALLED FOU-QWYNG ALL OF THE RECOMMENDATIONS, AND SPECIFICATIONS OF THE ANCHOR S MAKWACTURM. 4 ALL STEEL SHEET UL 7AL PAWLS SHALL WE STRUCTURAL QUALITY 5MD- ASTNI A-80 CRAM 50 MINIMUM. Cl-rA O&VANIZE0 STEEL CERGISAPON W/FY. M5 Im (AFTER ROLUM), B. PANELS MAY ALSO BE INSTALLED HOR9ONTALLY FOLLOVAND INVALLAWN, WALS SHOW OP4 StCHON 3 THROUGH 10 (SHEETS 4 YHR0604 6) EXCEPT TRAY HEADERS 0 A 0 SHALL NOT BE USED� 5 AU SCREWS TO rt ISTORLIESS STEEL "A OR 316 AIS SER" OR CORROSION RESMANT WATED CARBON STEEL AS PER IAN 50018 W1 50 W YIELD STRENGTH AND 90 kW TENSILE STRENUM & SHALL COMPLY W/ FLORIDA WLDINC; CODE 91 IT SOIL K THE RESPONES01LITY OF THE CONTRACTOR 10 VER" THE SOUNDNESS OF TNE StRuctuRE WHERE SHUTTER IS TO BE ATTACHED TO INSM PROPER THIS SECT" 2A �.4. 1-3 ARCHORAM SHUTTER SftJ 04LY BE ATTACHED M CONCRETE BLOCK OR WOW PRIME WIDINGS. B, BOLTS TO BE ASIW A-JW GALVANUED STEEL OR APSI 404 SCRU1.5 STAINLESS STEEL. WITH ae k4i MINAPUM YIELD STRENGIN. 10. EACH, REGULAR STOW PANEL WITH LENSTHS OVER W-8 T4ROUGH 12'-4*. AS P.P.Dr=64W." I AN04MS TO WALL SHALL BE AS FOLLOWS. SIW 69 1 OW ON SHEETS 4, 6 * 12 RESITEOVIVEXX SHAU. HAVE A tXOSLE AND J.==.Owl TENANT TO SED""'t PANELS "" APPLICABLE REINFORCEMENT DUR'W. PERPODS OF HURRYCARE WAMINCL (A) f,.-algy P-i.) Of f'TAV. 81112L It THE INSTALLATION CONTRACTOR IS TO WAL/CMJLK ALL SHUMR COWVNENT MES WHICH REMAIN 1" CONTINUOUS CONTACT WITH T14E 9LIJILIONO It PREVENT WAOP/RAPN INYRUVOH� TIVW. ;/4.*.# . 7/8' CALK-IM ANCHORS, '45 MANOFAMFIED V (MIN, r.-3LLQ P�L) /4 A 3/46�SOUO-ZVT AKMORS, AS DISTRIBUTED BY ALL PLINY SCREW� UGLY & SPSC�TY OM 12, STORM PANEL INSTALLATION SKN4 COMPLY WV SPECS INDICATED IN THIS DRAWING PLO ANY BLYILDING AND ZONPIC REGULAT046 (Mi , lo-3000 pml) PROVIDED BY THE AIRWICION WHERE PERMIT IS APPLIED, TM 014"-tO PANEIMATE FEMALE PD & PANELMATE PLUS ANCHORS, AS NWINUFACTURM BY ELM CONSTRUCTION F"MCM N� P.J.) PREPARED W THIS DkOINUR M CIUM AND DOES NOT PROMDE INFORMATION `5P1CV=M RCIM.MWHI Ma 114*0 CF TAP-W ^VHORS, AS MANLIACIURED BY TRU-rASr CLRY1QRAWN (r-4W MtP THE SITE CONDITIONS O"TE rPAM WE PM POW AM A.1) MINIMUM DA80MENI OF TAPCON ANCHORS INTO POURED CONCRETE SHALL K 1 2* FOR p*tELMATE rEN,-1E (b) CONTRACTOR TO BE RESI-ONSIBLIE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT BAS SED ON 7�#S P.E�C PROVIDED K/SNE DOES NOT OMATE FROM THE CONDITIONS DETAILED ON TUG Dowww 0 AND PMEMALTE PLUS AND 1 1/4- FOR OF TAP --GRIP ANCHORS. CONVIRC)GY" SAFETY AT SITE IS THE CONTRACYORS RESPONSIBaTlY. A.2) CALX-IH & SOUO-SET ANCHORS SNAL1 BE EMBEDDED 7/9- KRY THE PLQRED CONCRETE, No UW Mo .06" (t) THIS PF40M 601,1001OR DOCUMENT WILL BE CONSIDERED iNVAUO if MOOMM STV= SHALL BE PERMTTW 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONO MINIMUM SHOULD Srucco EXMT. ND T' MINIMUM FOR WALLS WITH NO STUCCO. AM MAY BE HEADED SCREWS OR ma THIREADED SCREWS W/o W. (d) STIE SPECIFIC YROMECTS %� BE PREPARED By A FLORIDA REOISTERED ENIDYNEEPI OR ARCHITECT WHICH Vu- BECOME THE MIT WITH WHO WJTS EWNEER Or RECORD (F OA.) FOR THE PROXCT AND WHO WIU- BE RMPMW FOR THE FROM USE OF THE P-E,O- ENGINEER Or ROOM. ACrM AS A DIDLEGATM 004EER TO THE A,33 IN CASE ThAT PRECAST STOPPE. PRECAST CONCRETE PANELS, PAVERS� STLCCO Oft WOOD DOARDS BE FOUND ON THE PX 0, ENMEER, SHALL SUBMI TO THIS LATTER THE SITE SPEOWIC DRAWINGS FOR REVIEW. EXISITSIC WALL OR RM ANCHORS SHALL BE LONO ENOUGH TO REACH THE MAIN MUCKYRE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN AJ) AND IN Al). THIS PLO SHALL BEAR THE DATE MO 01110"AL SEAL AM SIDNATURE OF THE PROFESSIONAL ENGINEER Oi RECORD THAI PREPARED IT. (8) TO UISTING CO4CRM BLOCK WALL &VA r-90 - 1/4* 0 TAPCON ANCHORS AS MANUFACTURED BY 1, T� W 13MOEX, INC, 14 514LIPTER MANUFACTILIBERS LABEL SHALL BE LOCATED ON A READ�Ly W.MV LOCATION AT $TOM PAWL SWUM IN ACCORDANCE WITH SECTION 1709.9 3 OF FLORIDA SUILDINIG ODDE. ONE LASM --,Y4 0 , 7/8' CALK-W ANCHORS. AS MAWFACTURED Of DEWALT INC. (WIN, r�1540 pal) X 3/4' SOUCI-SEET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT & SPECIALTY CO. SHALL BE PLACED FOR EVERY OPENIN0. tASEUNG TO COMPLY WITH SECTION 1709,9,2 Of THE FORIDA BULOING COBJE, (MIN. flt.lm P,.J.) #14-10 RANCIMASE FEWAS 10 AND PANULMATE PLUS ANOORS, AS MANUFACTURED BY EL90 CONSTRUCtM BE PRODUCTS NMI !`-201 OL1.11) a OF TAP -CRP ANCHORS. AS MANUFACIA)FIED BY TRU-FAST CORPORATION A. 8.1) MMWLW EMBEDMENT DT� TAKON ANCKDRS, ELCO PANaWTES AND Cr YAP -GRIP ANtwk INTO THE FLORIDA WING 04; Hur 0 SUI CODE (IlIgh Val SLO" UNIT SWJL BE Y 1/4-� No. 4 �6 FLY= me. STEEL S" M PANEL IL2) CAIA-4N & SQUD-SEr ANCHORS SKAU, BE EMBEDDED 7/r �NTD THE CONGRM BU� UINY, NO EM504* 67 INTO STUCCO SHALL BE PERUITYM I/*- �20 SCREWS USED SHALL BE t Ilr LONS MINIMUM SHOU 00 AND 1. IEXIET MINA" FOR WALLS WITH NO STUCCO, I San"' Imom PROTECTION DUM UC1 INSTALLATION DETAILS INTO EXLSDNG I!OURED CONCRETE ANORLIFIS FOR REOU PANELSQ) CONCREJE OR Q RETE BLOCK STRUCTURES 0000= MPCRM Max $MUM OR Nerm 5 rwaUOH 2) CDNCRETE ANLIODIft IS" 50= ON-1 CONGREXt AMCPM (WE 3010DIAL OR 4 EKIS" POURED CONCRETE EXISTING POURED CONCRETE RIUARED.-I -41 SHEM a IWO" 1) nl' Ml-�- aw; -IT" NK-, f 1 /2' 04W "WMG P p OUSTING POURSO CONCRETE Ra ON MW a FLY, W To OAXT FAW SPLIT 0 '2 fir at ON a -J It Wr 9. em IT t1r VAY" no a -I- E� =&falt 2 tyr = OR CONCRETE BLOCK REQUIRED I CONCRETE BUDOX CONCRETE SLOCA T- L QDNC*M A;/C"SM I ACQUIRED, ANDHORS 4 A& =100% ON T, CONCREM CONITIrm ANWM 111C P CONCRETE 4" (SEE ON 24CM A INMAN ID mem 5 THROW 0) WAL4 MOU _KING CPIUUG AID L" MQUWM ALITRNATE AUILQ OUT IMOUNTINII SCALE 11, IT EDGE DODWOE I -1@ 1 WA I (SEE SCHEDULE ON SHEETS a a 0) To � S I I 4M EZ =0 I NOTE FOR QW60M AE-Siam-� t�rl = �I -elk A P`11* TOP & BOTTOM MOUNTINGS CAN BE COMBIINED N MY WAY TO SUIT ANY ny N INSTALLPITION, K14 5, # A&A FLORIDA BUILDING CODE (Nigh vsloclU NU 7.ng)l WOOL 7 0= TURM INC. 20 GAGE GALVANIZED STEEL STORM PANEL cow' SHEETS a THROUGH CIEIUNG t MOBAL PROTWTION PRODUCTS, UC. /TILIE C 0,.,.. AMR I am S- I SIBLEY --- a RPM CO SWkS =t4 SECT[OK 2A SCALE va�i I ,,ONL 20-176 ==M rro FAX -- - fl� 1 0" -w Pitt 04-00015714 I saw OF 3* CNARACTERISTIO.-AN D �1 and Components indicated on Shall be Strictly in accordance with General Notes sheet 1, 2 and 22 of 2,15, of Product Evaluation Document JP. E. D.), draviiing No.20-178. -Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product EValuation Document (P.E,D.). drawing No. 20-IM 7. LIMITATIONS AND CONDITIONS OF U 7A. Shall be strictlyin compliarvoe with General Notes No. 1, it tbrU 14, indicated an Sheet I of'26, as well as General Notes # I thru 4,and I I thru 16, indicated an sheet 21 of 26 Of Product Evaluation Docurnent JO.E.D.), drawing No. 20-170 prepared by'rilteco, Inc. and signed and sealed by Water A, TAlitJrL, P4. 7.2. Product May -4ainsta lied within HIGH VELOCITY HURRICANE ZONES as defined ory section 1,020.2 of the Fll Building Code. 7.3. Product shall only ba Instialled Into poured concrete, concrete block, arid wood frame structma. Product Evaluation Report prepared by Walter A.Tillit, Jr.. P.E. (Florida License 'No. 44167), President of Titsoo, Inc. (Florida CA-0006719). VWVT�" DIA TILTECO ADMQN[ RIECOR08 I P. E. FWPORT-20 GLOW, PROTtCTION PRODUCTS, LLC 20 SA CXVARZED STEEL STORM PANELk DRWG #-W-rW REPOPU-92D-"�Ol W/ NVA*D ED=- 1-� *D.08' ISOMEMC VIEW DUAIL A ROUNDED CORNER 0 MS Of PAREL*S END UP W/ HEMMED EDOE. (N.-rs) -h' NrADE 11LIEC: gNGINEERING COMPANY TILLrr TESTING A L WALTERA, TILLIT, M, rZ .0. 4467 ZR -QIA)CT MLUAf ION 7", REPORT NO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATIE0ORr. Shutters PRODUCT SUB-CATtGORY. Storm Panels PRODUCT NAME: Z4 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PrQWA]on produm,= 4800 SW 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: this is a Product Evaluation Report Issued by Waiter X Tillit, Jr., P.E., (System ID -# 1906) to the Global Protection Products, LLC, Rule Chapter No. $1420-3, Method 10 of the Florida Departmant of Busine*3 and Professional Rogulatio". This prod4pt Isbeirig issued on Evaluation Report as described herelin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify thatthe product is for the purpose Intended atleast equivalent to that required b 1 , y 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 arid conditions 2. EVIDENCE SUBM11ITTEDi 2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.): Draviing No. 20-175, tnied'24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E., dated 01/2712020� This drawing Is an inteR V Evaluation Report. 6155 NW. 16th, Strot, Suite 305�, Mimifi, Florida 33166 - Phone: (305) 871 - - Q-QW MIN, THICK iWONUID STEEL ASIM A-W GRAM W C-50 ogv� EDG '11� i A 4a.er ...... -------- ----- @k END WON PANEL '125, .750' r- 1W STUO - 1-1w- .— TO Im. 12 i/q. Oc, lei ---I SEE I . . out* hume AN= 14 "GLE WTH STuD SEE I, SEE DIM 6-344, TOP LD" .374' ape 1 T -VO PANEL L ..4� 7N.OW t- f .&W .376* ZBO' 1.0 3. 1,3�r L BMW "M QVWAIAP �953` f - W aoa' 0" KEY NME WASHER -1 r-OW, 'F' TRACK ANGLE (tL -.M' am -r 111100 IZED IV WHO S7'5** 44167 Tua 1 %. r NICKEL L-� W94 RUT "AM Of KEY HQLE AT 2*X7*Xl "! ALTERNATKuy. WAV ALUMINUM AN MONOUTHIC WAPRA W/ AOOMDIML A 2) 41) REQIHREL� t A I'll#, calm PLqRBQ-- BLOOK PLUS Or, YPWPAX ��3 CONCRETE 9=70= t ON T A=k WA6 maul pw kwo 4 0" a *NEW I'WW. WM. lAr THICK AWPI� TkW OR I' PIT WOW PLATE $PALO I NEW I, WIDE VARIES 1/8' ALUK TOW OR 1' . VARICS I- WOW PLATE SPACER I Boom TOOK CONCRETE Mic"Oft Ti I =O* ) I It 41 ZRACK C�4- 4RC- 6 aNn, a 4r. EXISTING POURED T " To K CONCRETE COWAM BLOOCK HOONT. WAIL Egg 2"Um V&Wm Al ME QA BQ=M MUM ADJAC TO M=5M lops ED. EM OWANCE SCHEDULE ON (SEE SHEETS 8 9) Zn 3X- *F' TRACK 1-D1 O"WIL S& 11 AX AND TO VW 12 11r I Sm ' I ' 11 4-s-20, W4 SER0 S SM wom To 0 42 'Ir O'C 17:� ft i -- IID- .7W FLAT PLATFQ Wn MO I* Ir OF lor AfELAM CASE A �PLJA.N) SCALE 3/16- W 010 �41 A (1) IV i CASE G (ft" WAM 3/18.1- MCA 73AL — a = i MM, - CAI"K) I BE ANY DSLE SCALE - tssttWIar&p Lafga Missile Impact load artiormed under SSTO 12-99 standard, as -rida Building Code. UhtfO011 static loads as per per section 1600. 1.2 of Ahe Fle Section 1709.8.3, per XSTM E-330. Toot reports lowared by. American Testing Lob of South Florida, Report* 0814.01-01 dated 011V02 witnessed by William R. Mehner� P.E., Bartz Meroz, P,E. and Henry7f-lattem, P,E. and Report No- 0219.01-09, dated February 25, MR, signed and seated by Edmundo Largoespeda,P�E.anidHenryHattdm,P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203'as per section 1809. 1.2 of the Florida Building Code, Test Report prepared byAmrican Testing Lab of South Florida, Repo"Nor. 11:2101-10, dated Novorriber-23,2010, signed and sealed by JulfoE. Gonzalez, P,�E Teinsile test re No, 9CMA98 bIYQ0 Metefurgiest, lnm, dated March I-S,- 200g, port sIgned'and sealed by Frank Grala, P.Ej asp6r ASTM E-8 and Tensile test as par QC Metallurgical Report No. I OKM�I 311'6,4otedlDbcomMr 1, 201D siqned and sealed by Jerry Jaciofano, P. E. as per-ASTM'E-8. 43. SMIMPAL ENGIN915TOC m, i�LATIONS! On 24 Gage Galvanized Steel Storm Panel Tor maximum panel length vs. design wind load,.as well as maximum anther spating vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by TIfteco, Inc., dated 12/18110 and 08/2V13 (for this revision), signed and sealed by Walter A TlIIIt Jr., P.E, 3. MI§§ILE IMPACT RESIAMWCE.- Large missile impact Under sattlon IWO. I , .2 of the Florida Building, Code, as per SSTO 12-99 Standard and TAB 201, '24 Ga Galvanized Steel Storrp Panel has been verIfled to sustain wind pressures, Maximum panel length shall be as indicated on sheets -51 9, 10, 11, 12 and 17 of 10 of Product Evaluation DpciolirneInt (P.E.D.), drawing No. 20-115. Maximum Anchor Spacing shall be a$ Indicated on sheets 6,,0, 10, 11, 1$ thni 1-0 and I$ of 18, of P roduct EValuation Document (P, E. DJ, drawlinig'No. 20_ 1 75L. 24 G"a Galvanized Steel Storm Parial has been verified for code compliance to work as anon -porous storm shutter assembly, as per SSTD 12-99 Standard. I IN M.LWIGht Installation shall be performed strictly in accordance with details indicated on sh"Its- 3 ilin li!, 12 thru 18 of 18, of Prod uc.t Evalugtorl Document (P.E.D.), drawing, No. 20-175� Minimum separation to glass shall be as indicatsd on sheets 3, 6,1-3,14, 15, 16 and 18 of'I 8, of Product Evaluation Document (P.E.D.), drawling No. 20-175. L-MAURIAL CHARACTERISMICS ANG SPECIF IMONS; - mponents indicated on Shall be.Welly inaccordance with, General Notftaind QD aheet I and 2 of 18, of Product Evaluation bocumant.�P'.ED,), drawing No. Anchor L specifications shall be as indicated Onsheet I of 18, Of Product Evaluation Document (P.E.D.), drawing No. 2047t. 7-LWTATIONS NDtONDITIONSOPUSE. 7i I - Shall be strictly in compliance with Gewal Notes No. 1, 6 thru 14, Indicated on Sheet luf 18 or Product Evaluation Document�P,E.D.). drawing No. 20-175 prepared byTilleco. Inc. and signed and sealed by WafterkTillft, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as idefino0on section 1620.2 of the f forlda Suild!ng Code� 7.3. Product shall Only be installed into poured concre* concrete block, and wood frorno structures. Product Evaduatian Report prepared by Wetter A. Tilit, Jiro, PX, (Florida License No. 44167�- President of Tifteco, Inc, (Florida CA7001*719), WATILL Dn TILITCO AQUON RE CORDV?, E�REPIDRT.21! 1/4, 2/4, 3/4. 4/4, 5/5� 7/55, IW/10, 2W/10, SW/10. 4W/10, SW/10, 6W/11 & 7W/11 ANCHORS: '00 cLACRM SM Scm," ON -NEM it, FOR WOW SEE SECTHINIS ON SHEETS 10 1 V AS Pk -Vi- - -07 iMjS / 1/4 _jO I W "7/B* 3/32' NUTS [*1/4, 2/4, 3/4. 4/4, 5/5, 7/15. IW/10. 2W/10, SW/10, 4W/10. 51110/10, ISWIII & 7W/11 ANCHORS� MR CONCRETE SEE SCHEDULE ON SHEETS a o— FDA WOOD So: SECTIONS ON SHEETS 10 & I I REGULAR STORM PANELS & ELEVATION PAM CA�-t ?LW —0 1/4* W Rk Are, ;i� FLORIDA BUILDING CODE (±�Rh Voweny Hur cbme Zone) No 44167 Ya=, lkm 20 GAGE C41VANIZM STEEL STORM PANEL F.P. OPAN W. GLOBAL MTEMN PRODUCTS, AM 48M SW, 51 Y1TW MML AS"# 2G- 176 INSIALLAIM IM EXISTING PDAED RED, r --- &ZICOPMRM BLOC4( DEMLA EQR REGULAR PAN WHOM OR CONCRETE 10 _T9.-Vin. VOURES ---nunw CaocitEYE OR CONCRETE BLOCK W-40M FOR CONCRETE SM SCHEDULE ON 94W FOR WOOD SEE SECTIONS ON SHEET 12 3: I REQUIRED CONCRETE ANCHORS V;m SCHEME ON REOUIRED REQUIRED 0- 2 ST" 1* A41 (MIN. DOW -1 VO4CLE NAUZ6 IV IL * AID WU SHEET 9) SHEET 0) MMT S) J a d S6X Cr, V MAI 4�1, -21� iv SON; OF V OF V 1 - -U T MAX OF V 11�0/ 7777- MR, FOR CONCRETE SEE SCHEIDUIE ON SKEET 9 — FOR WOOD SEE SECTIONS ON SHEET 12 1 rox sm a ta V5 OY,, -P. jEL- REMUR STOW ELIEVATM ,�r , T-L t�E- 1 1/4' CAP - -L 1 T ! I M-1 I I . I,". I I � 4 ILS. ITALY I - -L -i OW 06LAP .1 WIME WULY1 , /4 7/8-e/v- "no NUT t 1 _Qmwm ANC"Oft Iowa" CDMME ANCHORS L-- om CONCAlUt ANCHOPIS J.=Sr:KD," ON 1/4' W/ ITO (SIDE sc�� ON SHEET 9) i zScrLu -.4mew CA Or VCX 09 WIOCX MW oter ROQUIRS) REQUIRED DIRECt " MOUNTING _Q R:iJAlJAT10N b SECTION a DIRECT At UNTING @ WA.6 M IF 1145066AWP atuca mougm INMUAWN SECTION 10 SCAAE 3/8.1. wm,v —xhl;PM, EN&" It, FLORIDA BUILDING CODE Lfth Velocity Hu Can* Zan*)l 4FANC ULE ET !(M1':HEEt KU FOR COM2111400 of NiGS CAN BE WAY TO SUrr ANY .2M V-31= M NO, 441 67 20 GAGE GALVANIZED STEEL STORM PANEL S UE 0 GU)M PMCTM PROMTS. LLC- /TIL ECO,.. F.M DWWN ft. 97/n/M Am- INSrAUA11ON. '14 A (WINO-M 20-176 ".04 10 - JZ45 PS smT % W 26 47 CD -0 -Cu > 2 C�L 0 0 CU -6-0 —0 (1) U) (3) -0 CID 0 0 -0 0 C L0- 5- CU = 0 0 LL 4— C) ca > W U) a) U) E L- M OL- (D- - J— CK3 .,o w C�L < Z Z C= C%J U3 Wr— <E UJI ca V1 CC C-4 a co 24 = Li- c:I- M C= C%J1 w CP JS k- CD C: LLl < Z < ca 0 0 L- Cn SHEET NO. SH 1.0I WALL AND FLQQR MQUNTING INSTALLATION FOR ADMIX m x KMAM. um L WXLKW F T- 2 1 py Im mm 14N 1OWN ft. OF WL .11/1' C IF. voam V_ 2tv AIM 0. 4 2;,MIN, A I �1- 1 69 I" SHOM a 4 03 % "99, MAI MULLION SCHEDULE W-10" TO V-0, 2' . S' � 1/8' "I M" ft�72P.0.111 ma5ull, 11111"G ;Ah wl �_� ALZ ORENTED %M,j NO2- MU STM PANELS ON MP M Top OR wmm OF Qpo". to flarrom) BUILD-41UT MOUMN NSTALLATION WALL WOU 11MALLATM - ALTERNAIM 2W so". 1/0 . 1* 4. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.SD. DESIGN LOADS UP TO +!��5. -72.0 psk AND PANEL'S LENGTH UP TO W-8", 2. FOR NEW WOOD FRAME CONSTRUCWN� WOOD MEMBERS TO BE SOUTHERN PINE 140, 2, W1 SPECIFIC OENS"Y OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAUATION. iPOR COMORM AwHm (SIX ScHmts Cw--\ SHM 1*) Poum comutm mv, - vm4L-k��_ -1 YX cc mow'm 411 4,-; P/ /q CONCRETE III MIN-, pm OLL MOUNTOW LMST WALL AN[D FILAR MIDUNIMAJOVAUAM =_umQ&A SCALE, 3/8-. r SEC710M 2 Sc"t 3/r - 1* 1. LIFE SAFETY STOW PANEL BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) OR AS AN INTERIM PANEL tANY PANIEL LOCATION IN BETIVEEN END PANELS). UFE SAFETY PANELS MAY OR MAY NOT DE WALLED AD44CM TO REGULAR PANELS (W� OR W/O REG" TRACKS.) k LIFE PANEL CDNMSTS OF M;O39* GALVANIZED STEEL STORM PANEL AS PER ENT . SHEET 2 OF DRAWING. EPAN-ELM THIS ITSELF To BE REMOVED OR INSTALLED FROM THE 1141DE OF STRUCTURE J. WE to L J�PTJE�V %�ONENT(D A 807MU TRACK %X;nTO IS COUPONENTODMAY BE INSTALLED WALL OR n.00R MOUNTED FOUDWING Smoa I ICY 2 ON THIS SREET, AS WELL AS DETAJLS I & I ON SWEET 14. 4n� A 4� w. LowN FOR oDupoww QD IS 1.51. Mo.. ANCHOR SPACING FOR COMPONENT 4DANCHORAGE AT BOTTOM IS GfvEN ON .g SCHEOULM 1& 2. SHMT 14. COMPONENT MAY BE PERMANENT OR REWWASUL ATE S 5 SEE DETAILS FOR WA14ATION INTO WOO FRANC BUILDINGS ON SHEET 15. V� SEE SHEET 4 FOR MAIL APPLICAM TO THE NECESSITY FOR T4E INSTALIATiON Of SPACM AT TRACKS WALLED AbAACW AND SEYONO TO SRXVO/WOOO a4W. lVA[Jft MY FM PANFISfi-I& nA INSTALIATKINg AS PM SECTIONS I THRU TO. ON SHEETS 4, S & 91 ".X,=x CEILING & FU)OR WALL & nme MOMFIN 2WALLATIMIN - ALTEMME IH9AUAn=_ ALTERNATM V (SECTION AT TOP IS UNITED TO +ft5-67.9 MAX, WAL, 1/4' A�" DESIGN PRESSU� RATING) SCAM 1/4' r1mg woumma WSra"=N - SLM AAW WALL. I/V - r "Lomwn AM LJONA 2/4. 20, 3/4 4/4 1*'. 2.4 �w/ls 1111ol, & 1w/15 ALTO""'m LocATm L AM W/NO m wary PANELS OR LIFE SWETY pma uur4N Of LFE (SEE NOTE I KLOW) L. RM" PMELS W/ OR SAFETY p%NFL W/o MULAR TRACKS (SEE NOTE I Savo) IOP%r ORTION #1 FOR LIIEE S6 EETY X ORM O=AS "m W 2 mr, STOR TO =9=2A I wtom AM &K I PANEL (3) 0A TO ft VISIA110 00 R8^'W FFKIM IMM ELEYABON OF 511t)OTURE. 114" V- z-;N 4 N e--7A=,4 I-e-1- _NT crl� AVOW T Sm mm 1) SECTION 9-0 SCALE 3/32'-1* MOMUM AMS& DESIGN PRESSURE RATINQ (pjjj AND CORRESEQN MAXIMUM PANEL LENM *0 SCHEDULE Owy FOR & caq AS PM SECIONE I VKRU 10, ON 4, 5 * 6) -w-r-,f aa. r-01 &= THIM -"A -72.0 r-v OR Los 21/4� Ufaum i TMU a A I .SSA -7" '71-e To r-r V_ 2 3jr wimim I THRU a It 7 +55JD. -n* 18'-Ir TO U- I 11r 'T 04� 0 +-;%A _4u lr�l OR LEM 31/2' lk I & 10 - WTM */ 1100-2tkl'St " *,WPOW At WIXAP * MOLVAM CF PANM DMON FIRMURE WING ("Sfj� AkO CORKSPONDING um cwm VACHN SOMULE EQR RMA S=m FA ja) & Q IN INIQ LYJSTING CONCREEE it 2QHQ= JUCK MUCIURES WIO OWY FOR PMMSO* Q 0WAIJAIM AS M SWTIOMS I THRU 7. ON SWEETS 4 & 6) ASb MWOM OWAK VA614 FOR EA . 3 j1r APPOCAKE 10 MON wom CF MV-4" "X_m Pho"Mm 0 pAmumm p" Secrycoff # & MAXIMUM PANIX Prissm To To Ta TO - C%mx4xw LDM V (IL) coegm qv= to cow= commor To OwcwE cmatm 70 tewcAm TO Ommn ommw PLOC. ON= IAZ OF ftgM #1A R/A N/A a, */A NA clon X/A N/A w, 4r a. I (BOTM4 "A X/A v 6114 e #VA r 0 2 a4p) IF WA M/A K/A a, #jA r N/A r VA 2 MM140 a, W. w. r $VA r N/4 e II/A 3 & 4 frol i IV WX N/A r IF le v r e JI/A IV, IV, WA VA or Rd 7 -7L� 12 St WaM VO I I FW AilDiCk" T� SPAM M VNIALAMIS WIO WOO FOW ;= WMM ANtNW SPAOM25 AND MINIM WIX OWMM AW IMIMM ON THS SOMAL LW TIM w"mm m wmu SIMLameft Smm" a =a W FW&A*Q FKMORS MR w a nzs==o %A" FA" O= 9%LL NOT K LOS T� VOMM SPMXC AWbOM FOR MOR A0400 TPE AT ANNM U=�U T/Wit TAII 1_1/4, 1/4". slit %oo" Pow Am- won 3 3 3 3 /1, 3 3 2; 3 1/2 f-LORIDA BUILDING CODE (Nigh V*Iowdty H can* Zonv)l V2 3,A, 31/2 ND. 7 % 1 am num W_ aft LL Om =NNW 111111:1011 20 WE GALVANVED STEEL STM PAVEILa 1p� [416 -7 f MIS 7, 0, 0-oi OL089 PROTECTM PRODUM. LLc. / TILMIC 0 4w S.W. 51 w4m I'm (0m)aw-am 20-176 4 OF a 3"XM FOR SISMLOVA Wro WOW rom auwu% A.Z SAW THM %=MO ON SOMPIS AMAX AOOM '" Vr THE FOLLOWN0 FACTO%� FOR T14S MMM TO BE POSSMS RMUCM 1IWOM OVAIAW VP4 fWfOR SOIL NOT BE LIESS THAW MWMUM VACM 41=000 MR E411 ANCMR TYPE AT K4c*M aWa __ 41111o" Tot WMIAM pool"umleat -=am 0. NCHOR vmw coo 2 3 3 !3 1 3 J 3 3112 3 3,p 31/2 3,/1 m am F AC 1 0 0 WJMM MOM 9*0114 FOR LIL - 3 11r Asa DESION "KIN OF TAP-MW *"-a PANDAIIE "VALE ID PANaIWE PtUS 9" w amm 0 MAXIVUSI PANEL NIESSUW To To I To TO TO To Aw wmwlmk Lemm V w %kT*& ITO 004ORM COWXM To OONMT CaliMM To CONOXMI COMM TO C014MM OWCOM TO CDNMM CONWM To MOVIE comeRm OF THU BLOCK WOCK a"= RL" BL= BLOCK V N/A N/A N/A 6' NIAL 1. N/A 6, N/A N/A N/A I (top) jI. 4- N/A N/A S. r 1. 1. 1!11 r MIA NIA 1 (BOTTOM) N/A N/A N/A fi/A H/A N/A N/A N/A 2 (TOP) kr WA j N/A N/A N/A N/A N/A N/A N/A 2 (BOTTOM) #_55.5. _724 S* NIA N/A N/A 6* N/A N/A NIA N/A N/A 3 & 4 (TOP) �-I`-5'70 W-r OR LESS 6. 4* NIA. N/A r Ar 61 NIA N/A 3 (BOTTOM) er N/A "/A 14/A r N/A N/A NIX X/A NIA 7 CrOP) 01 47 N/A N/A 11. 61 WA N/A 4 & 7 (BOTTOM) N/A N/A 12 11r 6 1/4- 112 1/2' 6 1/4- 0 1/4- 6 1/4- 6 1/4' a I/e N/'k M/A 5 (tOP/807`rOM) +50.0, -W.3 NIA N/A 12 1/2' 6 1/4- 12 1/2- 4 1/*- 5 1/4* 6 1/4- 6 1/4' 6 11C VA R/A 6 CrOP/BarT0M) >e'-&* TO IV-2' 455.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4- 141A 5 Ile 6 1/4- 6 1/4- 6 1/47 N/A N/A 6 (TOP/801709) �4-r To IV-2, 4A N/A N/A N/A NIA N/A 6 1/4- 6 1/4' e ile 5 1/4' 5, 9. 10 (TOP) 44346 4* N/A N/A N/A N/A N/A N/A 1. r 6 J/4' i N OR L Ir 4�' N/A MIA NIA, N/A N/A N/A 8- A- 6 1/4- t 1'7;�A N/A N/A N/A K411A NAA N/A WJMM MOM 9*0114 FOR LIL - 3 11r Asa DESION "KIN OF TAP-MW *"-a PANDAIIE "VALE ID PANaIWE PtUS 9" w amm 0 MAXIVUSI PANEL NIESSUW To To I To TO TO To Aw wmwlmk Lemm V w %kT*& ITO 004ORM COWXM To OONMT CaliMM To CONOXMI COMM TO C014MM OWCOM TO CDNMM CONWM To MOVIE comeRm OF THU BLOCK WOCK a"= RL" BL= BLOCK V N/A N/A N/A 6' NIAL 1. N/A 6, N/A N/A N/A I (top) jI. 4- N/A N/A S. r 1. 1. 1!11 r MIA NIA 1 (BOTTOM) N/A N/A N/A fi/A H/A N/A N/A N/A 2 (TOP) kr WA j N/A N/A N/A N/A N/A N/A N/A 2 (BOTTOM) #_55.5. _724 S* NIA N/A N/A 6* N/A N/A NIA N/A N/A 3 & 4 (TOP) �-I`-5'70 W-r OR LESS 6. 4* NIA. N/A r Ar 61 NIA N/A 3 (BOTTOM) er N/A "/A 14/A r N/A N/A NIX X/A NIA 7 CrOP) 01 47 N/A N/A 11. 61 WA N/A 4 & 7 (BOTTOM) N/A N/A 12 11r 6 1/4- 112 1/2' 6 1/4- 0 1/4- 6 1/4- 6 1/4' a I/e N/'k M/A 5 (tOP/807`rOM) +50.0, -W.3 NIA N/A 12 1/2' 6 1/4- 12 1/2- 4 1/*- 5 1/4* 6 1/4- 6 1/4' 6 11C VA R/A 6 CrOP/BarT0M) >e'-&* TO IV-2' 455.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4- 141A 5 Ile 6 1/4- 6 1/4- 6 1/47 N/A N/A 6 (TOP/801709) �4-r To IV-2, 4A N/A N/A N/A NIA N/A 6 1/4- 6 1/4' e ile 5 1/4' 5, 9. 10 (TOP) 44346 4* N/A N/A N/A N/A N/A N/A 1. r 6 J/4' i N OR L Ir 4�' N/A MIA NIA, N/A N/A N/A 8- A- 6 1/4- t 1'7;�A N/A N/A N/A K411A NAA N/A TO I WF F- L_ I 5/r LOW SKM am"; 11002- SA W& 0 6 1/4- O.0 FOR PV*a 1.94"S 10 TO 5 -0 AM 0 Ile Ot, fop UINGTW LIP TO V__r W_ 00 111-10 Mftl� 10"I ID 10 mFip_L.u5* li&.-II.�-C I ALL LOW" UP TO JV-r V DIRECT #Zjt=9 1"QU910N HIM- 1, INSTALLATIONS ARE ONLY VAUP FOR BUILDINGS WTH XS.0� DES" WADS UP 70 +55.6, -7ZO PSF AND PANWS LENWH UP TO W-fr. Z. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I TOP & BOTTOM MOUNDMIS CAN BE COMBINED IN ANY WAY TO SUrr ANY UAMM ASA OF FAKDAVE MAME 0 -a WAVMW PANO. Dowl "OSSIM To To TO I To comewoom Loam v N 01� 00"'MM bOW0RMjW= =MM OF nIN RUM f-ra am BLOM 01 I r I !�A N/A N/A V N/A S- WA 1. N/A I & 2 otp) +55,0. -ml o 1 7 9. 1 (BOTTOM) +65.0 -7Z S' X/A N/A N/A 6' N/A 9' 7/7 0' W/A. 2 �V_01 TO 71-r S. 11; Z� 9- 4" 7 Vr ii, S' I N/A WAL */A Ir A, N/A, +55.0 _740 _S r+', � To 0 wigh" mm TMO ot"m & MA)GMUMVPA11. fftals;w 0 KOM (kIJ Down CoNcom comcrm wt9w1m OF THEM +492 -61.5 3. 3* 4 1/2' 4 1/2' 2 (BOTTOM) 7�-V OR LESS +52,8 -04.0 4. 47 2 (BOTTOM) 7--b- OR LESS +5" -72-0 2 I/r 2 1/2" 4 3 1/2- 2 (WITOM) 7-6- OR ag- +55.0 -72.D 2 1/2� 2 1/2' N/A 2 (OOTTOM) >7'-r,' TO g'-O' 1+55.0 -7ZO 1 N/A __N/A 113101WAMWO 411WISIN1101, 411111w il 'R211 ____ Z& - _11foUNCT"I I f IN I ! I I I ! w2K-N 119 #1 *1 ICU m . ;I *�,-T j A TN WNW T " I V Z, I xv,1*1 RR r _ - I - SIX SMT IS FOR MOOM TOE ft --PACRW FW INStA."M INTO WOO MNA NUtWiM UMWW NOM WAMM *M MMMM E= OSTPOWE AAr NOMM ON THS SCInMi, FOI? EM. L13S n" M"M ON SMWDLU RIMUCE ANOW VACM Ift MAJVLy" $PAOW Opmaco ya K POSSOLE 'Acro= MR " NOT at LESS 1"m "um wAcm "wx"m MR ow ""m Tym or Aiatft dmlb� Allow Tm /4'. /4'. V4'. 1/4". vpm W"dw 10 04" Mk MHO wocw w 3 3 1 3 2 1/t omwo A jt�L a 4 Amim ta "K omvo loom u� 3 'Ir tODE am 1. INSTALLATIONS FOR ALTERNIATIVES BUILDINGS W" A.SD. DESIGN LOA PANWS LENGTH UPTO 12 1 -4* 2. FOR NEW WOW FRAME CONSIXIC PINC 140. 2, W/ SPECIFIC DENSITY NOX FOR COMBINATION OF SECIM TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 9W,& 1OW ONLY "D FOR OPID +43,11, --"J) 04J� AND 4, WOW MEMBERS TO BE SOUTHERN tL55 OR EOUAI. - ki Sa ScHwm ON Ulm 4 MR *%, wwrm TO CLAM INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M IN EXISTIFf1b, W90D SMUMURES j AMNATIVE ED L Ammom ALTERNATNE � 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I Nsm *Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a WALL MQUNTING INSrALLAIJON ALTERNADVE I $M%M 1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70 +Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr. x "0" r7/ M!"E"WOMF To K 40. $=0 IF 44� W/ 1 112" powmift OR -'1'14 sun"m , 1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY c- -co > 0 o 2 cn -cu 0-0-0 0 21 0 Li- 0 M 0 > E 0 2 L_ cn "o co U) z z w mi cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, TOP & BOTTOM MOUNDMIS CAN BE COMBINED IN ANY WAY TO SUrr ANY UAMM ASA OF FAKDAVE MAME 0 -a WAVMW PANO. Dowl "OSSIM To To TO I To comewoom Loam v N 01� 00"'MM bOW0RMjW= =MM OF nIN RUM f-ra am BLOM 01 I r I !�A N/A N/A V N/A S- WA 1. N/A I & 2 otp) +55,0. -ml o 1 7 9. 1 (BOTTOM) +65.0 -7Z S' X/A N/A N/A 6' N/A 9' 7/7 0' W/A. 2 �V_01 TO 71-r S. 11; Z� 9- 4" 7 Vr ii, S' I N/A WAL */A Ir A, N/A, +55.0 _740 _S r+', � To 0 wigh" mm TMO ot"m & MA)GMUMVPA11. fftals;w 0 KOM (kIJ Down CoNcom comcrm wt9w1m OF THEM +492 -61.5 3. 3* 4 1/2' 4 1/2' 2 (BOTTOM) 7�-V OR LESS +52,8 -04.0 4. 47 2 (BOTTOM) 7--b- OR LESS +5" -72-0 2 I/r 2 1/2" 4 3 1/2- 2 (WITOM) 7-6- OR ag- +55.0 -72.D 2 1/2� 2 1/2' N/A 2 (OOTTOM) >7'-r,' TO g'-O' 1+55.0 -7ZO 1 N/A __N/A 113101WAMWO 411WISIN1101, 411111w il 'R211 ____ Z& - _11foUNCT"I I f IN I ! I I I ! w2K-N 119 #1 *1 ICU m . ;I *�,-T j A TN WNW T " I V Z, I xv,1*1 RR r _ - I - SIX SMT IS FOR MOOM TOE ft --PACRW FW INStA."M INTO WOO MNA NUtWiM UMWW NOM WAMM *M MMMM E= OSTPOWE AAr NOMM ON THS SCInMi, FOI? EM. L13S n" M"M ON SMWDLU RIMUCE ANOW VACM Ift MAJVLy" $PAOW Opmaco ya K POSSOLE 'Acro= MR " NOT at LESS 1"m "um wAcm "wx"m MR ow ""m Tym or Aiatft dmlb� Allow Tm /4'. /4'. V4'. 1/4". vpm W"dw 10 04" Mk MHO wocw w 3 3 1 3 2 1/t omwo A jt�L a 4 Amim ta "K omvo loom u� 3 'Ir tODE am 1. INSTALLATIONS FOR ALTERNIATIVES BUILDINGS W" A.SD. DESIGN LOA PANWS LENGTH UPTO 12 1 -4* 2. FOR NEW WOW FRAME CONSIXIC PINC 140. 2, W/ SPECIFIC DENSITY NOX FOR COMBINATION OF SECIM TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 9W,& 1OW ONLY "D FOR OPID +43,11, --"J) 04J� AND 4, WOW MEMBERS TO BE SOUTHERN tL55 OR EOUAI. - ki Sa ScHwm ON Ulm 4 MR *%, wwrm TO CLAM INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M IN EXISTIFf1b, W90D SMUMURES j AMNATIVE ED L Ammom ALTERNATNE � 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I Nsm *Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a WALL MQUNTING INSrALLAIJON ALTERNADVE I $M%M 1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70 +Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr. x "0" r7/ M!"E"WOMF To K 40. $=0 IF 44� W/ 1 112" powmift OR -'1'14 sun"m , 1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY c- -co > 0 o 2 cn -cu 0-0-0 0 21 0 Li- 0 M 0 > E 0 2 L_ cn "o co U) z z w mi cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, 113101WAMWO 411WISIN1101, 411111w il 'R211 ____ Z& - _11foUNCT"I I f IN I ! I I I ! w2K-N 119 #1 *1 ICU m . ;I *�,-T j A TN WNW T " I V Z, I xv,1*1 RR r _ - I - SIX SMT IS FOR MOOM TOE ft --PACRW FW INStA."M INTO WOO MNA NUtWiM UMWW NOM WAMM *M MMMM E= OSTPOWE AAr NOMM ON THS SCInMi, FOI? EM. L13S n" M"M ON SMWDLU RIMUCE ANOW VACM Ift MAJVLy" $PAOW Opmaco ya K POSSOLE 'Acro= MR " NOT at LESS 1"m "um wAcm "wx"m MR ow ""m Tym or Aiatft dmlb� Allow Tm /4'. /4'. V4'. 1/4". vpm W"dw 10 04" Mk MHO wocw w 3 3 1 3 2 1/t omwo A jt�L a 4 Amim ta "K omvo loom u� 3 'Ir tODE am 1. INSTALLATIONS FOR ALTERNIATIVES BUILDINGS W" A.SD. DESIGN LOA PANWS LENGTH UPTO 12 1 -4* 2. FOR NEW WOW FRAME CONSIXIC PINC 140. 2, W/ SPECIFIC DENSITY NOX FOR COMBINATION OF SECIM TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 9W,& 1OW ONLY "D FOR OPID +43,11, --"J) 04J� AND 4, WOW MEMBERS TO BE SOUTHERN tL55 OR EOUAI. - ki Sa ScHwm ON Ulm 4 MR *%, wwrm TO CLAM INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M IN EXISTIFf1b, W90D SMUMURES j AMNATIVE ED L Ammom ALTERNATNE � 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I Nsm *Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a WALL MQUNTING INSrALLAIJON ALTERNADVE I $M%M 1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70 +Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr. x "0" r7/ M!"E"WOMF To K 40. $=0 IF 44� W/ 1 112" powmift OR -'1'14 sun"m , 1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY c- -co > 0 o 2 cn -cu 0-0-0 0 21 0 Li- 0 M 0 > E 0 2 L_ cn "o co U) z z w mi cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, r _ - I - SIX SMT IS FOR MOOM TOE ft --PACRW FW INStA."M INTO WOO MNA NUtWiM UMWW NOM WAMM *M MMMM E= OSTPOWE AAr NOMM ON THS SCInMi, FOI? EM. L13S n" M"M ON SMWDLU RIMUCE ANOW VACM Ift MAJVLy" $PAOW Opmaco ya K POSSOLE 'Acro= MR " NOT at LESS 1"m "um wAcm "wx"m MR ow ""m Tym or Aiatft dmlb� Allow Tm /4'. /4'. V4'. 1/4". vpm W"dw 10 04" Mk MHO wocw w 3 3 1 3 2 1/t omwo A jt�L a 4 Amim ta "K omvo loom u� 3 'Ir tODE am 1. INSTALLATIONS FOR ALTERNIATIVES BUILDINGS W" A.SD. DESIGN LOA PANWS LENGTH UPTO 12 1 -4* 2. FOR NEW WOW FRAME CONSIXIC PINC 140. 2, W/ SPECIFIC DENSITY NOX FOR COMBINATION OF SECIM TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 9W,& 1OW ONLY "D FOR OPID +43,11, --"J) 04J� AND 4, WOW MEMBERS TO BE SOUTHERN tL55 OR EOUAI. - ki Sa ScHwm ON Ulm 4 MR *%, wwrm TO CLAM INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M IN EXISTIFf1b, W90D SMUMURES j AMNATIVE ED L Ammom ALTERNATNE � 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I Nsm *Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a WALL MQUNTING INSrALLAIJON ALTERNADVE I $M%M 1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70 +Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr. x "0" r7/ M!"E"WOMF To K 40. $=0 IF 44� W/ 1 112" powmift OR -'1'14 sun"m , 1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY c- -co > 0 o 2 cn -cu 0-0-0 0 21 0 Li- 0 M 0 > E 0 2 L_ cn "o co U) z z w mi cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, tODE am 1. INSTALLATIONS FOR ALTERNIATIVES BUILDINGS W" A.SD. DESIGN LOA PANWS LENGTH UPTO 12 1 -4* 2. FOR NEW WOW FRAME CONSIXIC PINC 140. 2, W/ SPECIFIC DENSITY NOX FOR COMBINATION OF SECIM TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 9W,& 1OW ONLY "D FOR OPID +43,11, --"J) 04J� AND 4, WOW MEMBERS TO BE SOUTHERN tL55 OR EOUAI. - ki Sa ScHwm ON Ulm 4 MR *%, wwrm TO CLAM INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M IN EXISTIFf1b, W90D SMUMURES j AMNATIVE ED L Ammom ALTERNATNE � 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I Nsm *Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a WALL MQUNTING INSrALLAIJON ALTERNADVE I $M%M 1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70 +Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr. x "0" r7/ M!"E"WOMF To K 40. $=0 IF 44� W/ 1 112" powmift OR -'1'14 sun"m , 1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY c- -co > 0 o 2 cn -cu 0-0-0 0 21 0 Li- 0 M 0 > E 0 2 L_ cn "o co U) z z w mi cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, am 1. INSTALLATIONS FOR ALTERNIATIVES BUILDINGS W" A.SD. DESIGN LOA PANWS LENGTH UPTO 12 1 -4* 2. FOR NEW WOW FRAME CONSIXIC PINC 140. 2, W/ SPECIFIC DENSITY NOX FOR COMBINATION OF SECIM TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 9W,& 1OW ONLY "D FOR OPID +43,11, --"J) 04J� AND 4, WOW MEMBERS TO BE SOUTHERN tL55 OR EOUAI. - ki Sa ScHwm ON Ulm 4 MR *%, wwrm TO CLAM INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M IN EXISTIFf1b, W90D SMUMURES j AMNATIVE ED L Ammom ALTERNATNE � 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I Nsm *Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a WALL MQUNTING INSrALLAIJON ALTERNADVE I $M%M 1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70 +Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr. x "0" r7/ M!"E"WOMF To K 40. $=0 IF 44� W/ 1 112" powmift OR -'1'14 sun"m , 1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY c- -co > 0 o 2 cn -cu 0-0-0 0 21 0 Li- 0 M 0 > E 0 2 L_ cn "o co U) z z w mi cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, - ki Sa ScHwm ON Ulm 4 MR *%, wwrm TO CLAM INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M IN EXISTIFf1b, W90D SMUMURES j AMNATIVE ED L Ammom ALTERNATNE � 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I Nsm *Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a WALL MQUNTING INSrALLAIJON ALTERNADVE I $M%M 1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70 +Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr. x "0" r7/ M!"E"WOMF To K 40. $=0 IF 44� W/ 1 112" powmift OR -'1'14 sun"m , 1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY c- -co > 0 o 2 cn -cu 0-0-0 0 21 0 Li- 0 M 0 > E 0 2 L_ cn "o co U) z z w mi cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, Sa ScHwm ON Ulm 4 MR *%, wwrm TO CLAM INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M IN EXISTIFf1b, W90D SMUMURES j AMNATIVE ED L Ammom ALTERNATNE � 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I Nsm *Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a WALL MQUNTING INSrALLAIJON ALTERNADVE I $M%M 1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70 +Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr. x "0" r7/ M!"E"WOMF To K 40. $=0 IF 44� W/ 1 112" powmift OR -'1'14 sun"m , 1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY c- -co > 0 o 2 cn -cu 0-0-0 0 21 0 Li- 0 M 0 > E 0 2 L_ cn "o co U) z z w mi cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, cw13 0 c%j CY3 C%J V LAJ C3 cc C_.) Lt. cL. ca C= C-4 c, T Co cn CD (D i C/) 0 L_ CL 0 0 4= cf) m cn ui z z SHEET NO. SH 1 , 1 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, 4%. muum "Foulm &III. Sm (a) nm MU=m 4 4 - -01 > * �_a . To V_a* 2'. 4" 5,-r TO if-io, MrHORS (SEE S=ONS ON SHEETS 17� Is, 10 I MAX. IL F'-. IAW/20 0 0 kMORA& -041 mo P*4 A VAX. @* PANEL UIT4m mm SCHEDULE) 1 51 .-A 7- er Hi --- USE 01 W ,I* MIN. MAIL 3. 9 a ww/20 016/116Aw/11 a ow/20 --ANCHORS (SEE SECTIONS ON SHEETS 17� 18. 30 & 20)----- ORT19N #2 EOR UEE SAFETY RM PANEW1 ELEYATION SCALE 311W-1- I/r WK. zfw aw NpLC *LEY) SmIEW 64 SECTION A -A SCAu;I/Ifr.i- 00 MAXIMUM A.5.0, QUIGH PRESSURE RATING (12.s.f.) AND A,;� . ........ CORRESPONDING MAXIMUM PANEL LENGTH "L- KHEDUL-E No. 44167 FLORIDA BUILDING CON (Mgh Volocily Nu cans zone) MAXIMUM A.S.D. Mos. PANEL LENGTH DESIGN PRESSURE L (fQ MINIMUM SEPARATION PANEL 20 GAGE MVANIZED STM STORM PANEL rp- RATING (p.at) (SEE SECTIONS) TO CLASS CONDITION MAN " GLOBAL PRommoN PRmucTs. Lm. "mvmz" +55X. -72.0 81-81 2 3/4- UNBOLTED 20-176 PX F-9 IRMLLMION DEWLS FOR QfII Z EQR UFE SAEErY STORM PANEL MTEM INTQ EXIST-ING P011 ED ONCRETE 98 CONCRETE BLOCK MUMBES 1 4. 1-,V-16� VAPCON **QW -42.wook moos IZ4- upow Moo" 0 9, O.C. O.0 6, D.C. 4;TAPCON ANC"m 0. C, TIMM CONCRETE BLOCK REELIFRED, OR CONCRETE 0 -W7 I/r /4' 27- MAN m HE) F95" 101 It mi It vd- is 7-�-7-LA". R� A, I ------ N-i --0 rA J 1 2 4`E,S. M.IL. 'IV YANG MIT N= 7 0*0 313r w" HUT a 12 I/r m (WYONO) I/r OC� 0 4 Ilr OC i-W*W1QD 2rID ---Espm HC BLOCK REOURIED REOUIRED WALL MQUNTING IfWALLAIT16N WALL UQU X" MQUKINIQ IMULLATION 014. MM IN=LLATION =MK-f NO INS-1A=1 0 REGULAR ANEL R2155--ftbirt- a uzm�FL SCALE 3/8'-1" SME 3/8*�I' SCALE 3le-l" Six SHM 10 6 20 FOR Aw"m TYK "I"Imf NW214 FOR INSTALLINION5 INTO WOOD RMWE INAMa I&L APPAIR W*V& OQ S *=7.- �= a a WINIMPI ANOM VACOM AND NOMM 3 EN WM MUNCIE ARE NeIrAIM ON INS FLORIDA BUILDING CODE 0*9b votocity Itu can* Zone) S:t� MR EA A= ON SCHMITZ SMICE LM TeM Wor "mm WAON: sm" 04 SCHEIKILE men cam momm 4167 11 1 am Imoo, w- f--. - 2D GAGE GALVANIZED STEEL STORM PANEL I", THE foulmm FACTORS, FOR INS WAw er� owwv" To a poswowo� amm SPA" OFWNW LAQW1 04304 OT GLOBAL PROTECT0 PRODUCTS, LUC, TTMQq1b- `RALL 4 /Tm7Eco,,..\ ME LESS Took WMAIM 9*9010 INNIXTIVII IN EACH M93M TV[ ON " SCHEXRE hi saw COIL FL =14 "Wom ")W-m& em� 0")GOO-frin, 20-176 I awmm ft I A-4 orm- 6rjmu.4- 17 of a ILI Rj V q Cl 11folz ZW EXID 4INTRM WE $NEU It A, 20 AIA ANCHM TIRE A Nomm - W, Folawn SPACING MR INSIALLATIONS IRM WCQQ m FWJS Mh mom VON 00 3 3 M*11" SPACIN0 *0 "Nuum ow MSTAW ART =%a* SCHEM" Rm EA 6 ON WIZ 504MU REDLICE ANCTIM VACM IN MLLTIPLYINI 9%004 SHOWN 04 SCHOWL NY TWE .4:100"Coza wwo LOKI VAM =mw TWIN 01101414 SPACING m ow *om m ON Tom Bomax" 0 i f u I FT Nuxor Jil" RING ZU. REQUIRED WALL MDUUM MMU"N SECTfou 59 JLUFr WM PAWL SCALE ve-I* Nurtioune c- C/) -cu -0 > 0 CD CD- cc 2 a) C CU 0-0-0 0 C:) 0 c .0 M 0 U) 101 INSTALLATION 12ETAILS F-QR OPTION J2 FOR ITIFE 5AFE31 STORM PANEL SYSTEM INSIALLATION DETAILS EQR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM m&ML Narm vALm r-7 mm smam PAM symy INIQ EXISTING WOOD STRUCTURES ISTING WOOD STRUCTURES 1, E-Z HAM STORM PANEL ON THIS PRDDL= EVALUATION DOCUMENT (P,ED.) HAS SEEN VERIFIED MR COMPLIANCE IN RI) MINIMUM EMBEDMENT OF TAPCON ANCIfORS AND PANELMAIE FEMALE PANawt FILMS INTO CONCRETE C= V-,-l" 1-71 ACCORDANCE WITH THE 20MC 1, EDITION) OF THE FLORIDA BUILDING CODE. BLOCK WQLL at 1 1/4" 0Q VFT"L7rT T-7--fl 7 , 11-� , MAN WIND LOADS SHALL BE DETERMINED AS PER SECTION A620 OF THE A9OW M D CUM NA ENT*& 0�2) MAIM.L11.=0.F;1�4Z.1 7�4&rt :LA4WC=NW BE IS 7/8 PON A W! . C'. D&roHW,=%_r 4URWON1 WHERE T Ir I.El IWAI�r*) A=Nbm 0, CEETIT HLUM IT t/4" 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG DMGH($HOULD ANY FINISH MkTEK#,L EMT) TO UI DESIGN PRESSURE RATINGS PlOrAlm ON SHEETS a & 26. MIRIAM =JAGER 1/4'o TAPCON 0 S' OX, 1/0 TAPCDN 0 6- MC. PrAm ve INTO meHom > LAJ 11A .. 44*0 TAPCON 0 v 0,C, THREADED THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE RESIGN WIND LOADS DETERMINED M ASCE 2-if Im AT WOOD =45 At WOOD SMALL HE FIRST REDUCED TO ASO. DESIGN WIND uumfy mURTIPLYiNGTHENI By ILS IN ORDER TO 113), IN WE W PRECAST STONE. DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING / ItCWAT PbRETRAWN AT 'am HEADER WALL, WADER HEADER TO COMPARE THESE W1 MAX. ",0) DOMM PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS VAIL BE LONS ENOUGH T40 BEACH THE MAIN STRUCTURE W4ND,SU04 PANELS. ANORDRAGE HICAM I I - Y 1. 1 SHALL BE AS NOMONEID IN 0.1) AM 94 0.2), 12' 1/4' 114- IN ALLOWABLE STRESS FOR WIND LOWS WAS AM USED IN THOR ANALYSIS, FAST04ERS SPACING TO WOOD HAS 8M ma. DETERIAIMED IN ACCORDANCE WITH NOS- =I& (1) ANCHORS SAU BE AISTALLED FOLLOWING ALL OF THE RECOMMENDA11M AND SPECIFICATIONS OF THE ANCHORS f MC= IN ORDER TO VERIFY11W COMPONENTS AND ANCHONS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3U INCREASE /p, NTH SECTION STORM PANEL'S ADMUACf FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED w A=RWCE 1626 OF V) = C-4 T ftwupm 114E ABOVE MENTIONED CODE AS PER FENESTPATION TESTING LABORATORY. INC, REPORT 1 2032, AS PROTOCOLS'lASF-201, I I Ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE MU"E WHERE SHUTTER tn M!L FROM INSIDE OF STRUnAFM CONTACT WITH THE 'to LENGTH, 2-- .L. 3, SERIES 1000 INISTALIATION 15 APPLZ49LE M SINGLE AND DOUBLE HUNG STYLE WINDOWS 04EN INSTALLATION IS REOURM TO BE u M.. M- To PAM 10 CP "NEL U14GTH PANEL LENGTH I IRE SCHIDULT PERFORMED FROM M INSIDE OF STRUCTURE. t3i STORM PANEL ENSTAILATIONSHok-1. COMPLY WITH SPECS INDICATED IN INS DRAWINC PLUS MY BUILDING ANED ZONING 3: SCHEMAL i I ON � 'J; W fm mm I BoLow) W.. I REGULATIONS PROVI= BY THE JURISDICTION WHIERE PERMIT IS APP= TO. PANE. LENGTH (SEE NOTE I ounw) W so*"" 10057m Ift, $9-mr" PANEL LENGTH Tom 4. SERIES 20M INSTAILLATION IS APPLICABLE 10 SWtAX AND DOUBLE HUNG AND HORIZONTAL SUDERS ST-11E WINDOWS WHEN Im Go Ons I* ww 0a NOTE 1 snow) 10 M.. V M., INSTALLATION IS REOURED TO BE PERFORMED FROM THE MOE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS� *& E - Z KAM STOIRM IXASS (SEE NOTE I Mae) T= PANEL LENGTH PANEL LENM SYSTEM. IS 1/4 ISEE NOTE I BELOW; 1/4-0-200' (BE NOTE I BELOW) 5. ALL ALUMINUM DITRUSIONS TO BE "53-16 AULOf AND TEMPER� (UNLESS OTIUMSE NOTED) M (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS %L= GENERIC AND DOES NOT PROMOE Lo INFORMATION FOR A Sn SPECIFIC PROLIECT; I.*. "TE FROM THE P -D. S. ALL ALUMINUM SHEET MVAI� USED AT CWSURM SHAU, WE 3105-"14 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SU=t , PU AND INSTALLATION INC NO LIFE SAFETY OF Lm I. ALL STEEL SHEET METAL PANELS SPALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-03 GRACE 50 Mift�, GALVANIZED STEEL THIS "OWCt BASED ON THEE P-4-0, PROADED HEVSHE DOES NOT DEVIATE FROM THE CONDITIONS MKLED ON Ie4,'* TAPCON DESIGNATION W/Fy- 50,5 Tail (AFTER ROLUED)� ca- w IT low. tH= PO4EMTM AT R. ALL SCRONS TO BE ST04NLESS ML 304 OR 31S AISI SERIES OR CORROSION RESISTANT COATEO CARBON, STEEL AS PER DIN THIS PRODUCT 0KILATIL�N DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED. 50018 D go w TENSILE STRENGTH & SHALL COMPLY W/ nzRqw BUILDING CODE SECTION J411-31314 IMIDWOTH OF PLATE (,d) SITE SKCM PRW= StAUL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WIC" WELL 9� BOLTS TO BE ASTM A-307 GANANIZED SMM� OR AM 304 SERIES STAINLESS STEEL WITH 36 kW MINIMUM MD STRENGTHL. BECOME THE DRANCER OF RU-040 MO.R.) MR THE PROJECT AND WHO WILL BE CWT. I -0 1 USE OF THE RED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO IM ANCHORS TO WALL SKAIL BE AS FOLLOWS., SUBMIT TO THIS LAI" THE SITE SPECIM DRAWNIGS FOR REVIEW -0 1 (A) Rm THIS P."� SHALL REAR THE WE AND ORIGINAL SCAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF ED 1MO TAPCON ANCHORS AS MANUFACTURED Of ttk BUILDEX, W (UK e-3102 p.1M.) RECORD THAT PREPARED IT CoNt. US, U.S. W/ 18, StORM PAREL MANUFACTURM LABEL SHALj BE LOCATED ON A REAMY VISIBLE LOCAIM At STORM PANEL W C13141". - I - mft k 014-10 PANIEL^TE FEMALE 0 `ANELMAM PLUS ANCUM AS MANUFACTUROVY EILCO CONSTRUCTION PRODUCTS, WING NUT 3/32' WINO 1- 7 ACCORDANCE WITH SECTION 1709-9-3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MR WASHER E�) WASHER (SCIOND) (fo-3m BUM TO COMPLY WITH SECTION 1709 2.2 OF THE FLORIDA BUILDING COVE. L 1 4'6 TAPOON 0 r Q.C� IAPCON 0 5 D.C. TAPOON 9 a, mc� I 1 9' WIN. I)IREADED t 3/32- wma NUT 3/32' WING NUT AA) MINIMUM,EMSEDMENT OF TAPCON ANCHORS RM POURED CONCRETE SKkU BE 1 3/4- AND f FOR PANELMAM a B 1/4, C.C. . (.) (IF PLATE AT MIDW070 W-Q-�w000-mklx FEMALE 0 & PANELMATE PLUS, "vn wV =A =/Llt AT IWOWICTH 1 11, I --DOD PLATE OF PLATE OF PLAN A2) MINIMUM EMBEDMENT OF 1/*'# X 7/8' CALX-IN ANCKORS WLL BE IS 7/0' INTO CONGAM NOEMOMMENT IWO #1+-10 f ANY FINISH MATERIAL SHALL. BE PERMITTED, PLATE PLATE "40'r #411 1- W WALL MOUNIM NWAUAIIQH WILL ) P"/TS;N MEN. THREADED PENETRATHN 0-20 SS SIOMALK SKOM USIED SHkL BE LONG ENOUGH(SHOUILD ANY FINISH M&TERAL DUST) TO ENWE A/4- WALL MOUNTING INSTALLMON WALL ALT 171 � AT MRMIOTH OF PLATE AT MIONIOTH OF PLATE *Mika IN$ ER 7m * L Lu SCALE 314r-i- lo.�Fe� 6> A.3) IN CASE THAT PRECAST =NE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING W" OF WAU ""ma I$2"InON WALL ON FLOOR, ANDORS SHALL BE LONG ENOUGH TO REACHTHE MAIN STRUCTURE SENI140 SUCH PANEL& ANCHORAM 11 SHALL 0 ]EGULAR I 6MVW MPUAWYEL VW 9AW 814 I W11 AM SCALE SCALE 3/r.1" SEURMATM EMN BE AS MENTENIO) IN AI) AND IN A,2)� Titt No. 44167 0 REGULAR PANE1 0- N. z (0) TO EXISTIK aWARETE ALMLA&U, SCALE Ik FLORIDA BUILDING CODE vofoftofu�y Hu nm Zone) "Ify JIM cane Zan*) - 1/4 TAPCON ANCHORS AS MANUFAqTURED BY LtW, EULOM INC, 3/fr-1 SCALE 1. MIAILLATIO Aft MY %I" MR EIMOW01I WITH A.S.D. DES" LOW FLORIDA BUUING CODE (Nigh Velocity JIM FLORIDA WILDING CODE (1419h Velocity ou cam 24"01 UP TO PSF 00 PANEL'$ U34M UP TO W-W Al : IQUIS TIMM 44167 a= -&=o, wo. Fy 1/4-00 X 7/8* WX-N1 ANCHOF(S. AS MANUFACTURED BY DEWALT INC, (f*-IWO pm,lj m r1p. j , Fo Nm 20 CAGE GALVANIZED STEEL STORM PANEL 20 IIAGE C-ALVAKUED STEEL STURM PANEL %0,4 157 20 GAQf 0ALVANIZED STEEL STORW PANEL DM" ft #1 A- 10 PANELMAXE FEMALE ID A40PANELVATE PLUS ANCHORS, AS MANUFFAMURED BY ELCO CONSTRUCTION *O*N UY, 2. FOR NOW WOOD MWE *OW MEMBERS M BE SOUTHERN ITT, 1. INSTALLATIONS ARE ONLY VALD IN BUILDINGS WITH A.&O DES" LOAM - POE NO. 2. W/ SPOCIM DENSITY OF 0.55 OR EGUAL UP TO +5S-5, -72.0 PST AND PANELS LENGTH UP M W-11'. -RODUCTS (f*.-2071 P.M.I.) 5,T w/m/mo GLOBAL PROTECTION PRODUCTS, LITC. "WAM' GwBAL PROTEMN MDUCM LLC. GLOBAL PROTMTK* MDUCTS. LLC. am &W. 6 STREET FRAME CONSTRUCrOL WOOD MCkTERS TO BE SOUTHERN 11LIEC0,149. 11LIECO mc. 2- FOR NEW WOOD "m SIX 51 snw IZ14 PINE No, 7� W/ SPECIFIC DENSIty or 0.55 OR EouAL DOW FL, M3� 0441- FL % 20-176 20-176 "OCI WM)OW-75M FM (W)NO-WITT 20-176 a. m`� ("0140-7645, FM� (W)Ng�fnfr? . . . . . P Male (0-00-r.34 M ("4)M-VW Mp mwm W. M WAA*4 INMI`liL WA/momamvout CA-0001710 px DOOM 'A�Oil Mq i - i - PA. mx,,�TE WLTER . "Lur ]�*4 mm m MR 1 W4" A. na"m #' 11"M 0 Or 26 FORM LNj Vllp�- I i ar a I am Ala COMPONENTS FQ8 SERIES 2000 & 1Q0Q E=Z HANG STORM PANELS X/24 INSTALLABON RIES 200Q ANQ 10Q0 E=Z HANG STORM EQEt A9 I'm * ��/2; J w/04VA0.0 ro (5a "m 2 *LQV4 3- M.F 2/24 10- V/24 10o 4m 3 out PANELBM P-QURM CONCRETE 98 CONCHM AILM CONCRETE ANCHORS SCHM" ON SIM zsr- -15.1w (TOTAL 2.591' 2% SMTK*d ON SWEET 26 avown: mcmm 6 (111 II.."A - 4t 12,50V (EFFECTIVE W"- 2 I"v 0) , m -N if N 1 a N m SHOT 2* cowe" MGM.. 101m F G"Amm STEEL. IT= 9 Tv 2.0 v- ASTU A-W PANI ---------------- 2A70* a -So rAv. rft ro.) YP. Nil xw SO WAMUL, ky i wm Z. 4 jA7* 7 GGE 411jr Su "m It U5 5 - -------------- =3 TSTORM PANEL 40 40 -V .U. 32A&K REVERM -h- TRACK PANEI:S 00 UP VYP.) SO4EIM CL ISM HERE 4 sovibum MR CONCRETE AHCHM sm El 10 QLAW 29 M. YIT� 70 PAM W Ow ad" HEMMED EDGE -m P,,,f)ON 11 -w 19 A Ann= W/ zz, INTERIOR PANDS; VOW on" To CAM. OR W/ OR W/OrJ6 (D PAh 4 L Cn ISI IWAN Opom"O PM &AT ALWAYS #ME Or STRUCTURE I TYPICAL ELEVATION FOR 5 nTICAL. ELEVATION EQR SERM i Oop .125" A2r E-Z HANG STORW PANEL mm. E-z HANG STORM MNIEL 92 SMM tag R 3.AO t-1/404- OW V4. 1k. rwl- I -jr- -A ;\777V7"=77"7/\/� N ISOMETRIC VIEW DETAIL 2,600 2.6w N./- -\-z- C-E t or 0-, o", ar ROUNDED CORNER 0 ENDS OF PAW END UP W1 HEMLOM EDGE 7io. SECTIQU I q, 0 (NAS) SM A --A �7 16- j .250 ==PAn 510." OF PANEL CU 0- F ItILTS R 15, LOW 0). E - 2 TANG STORM PANEL SYSTEM MSWIW Of PRA), V, BOTTOM W/ PANELMAIES, COX.,- COM. TRACKS TOP * BOTTOM, (2)� END PANELS SHALL ALWAYS BE OONNECI .1 oil TRACK 10 S" *ALL or WANS Of :4k/%r w ER (2). (FD PAN" SHALL ALWAYS BE CONNECTED TO SOTIOM TRACK OTHERWISE A STOP BAR ICING RACK AT BOTTOM, END PANELS SHAUL BE PROVIDED AT TOP OF SUCH PANELS- ="w'"NoRkrTmu"vor P (�) , j i m L =,14 6051-76 Alum� ALLOY (3)� LE��ODNNECTED -TO 00"W TRACK, CONNIECTiON SHMI CONSIST OF 5 U ;VTAW1k9?Q'61 AS ww 3.) DI= ummu"r, Imff 6 U) 125' U/lr=2' WING NUT OR 1/4 'T IA. THUMSSCREW ma MZMM INIST. mou EXTERIOR FLAT nANom OF END PANEL MANIA END PANELS ARE NOT STOP BAR W" MOUNTINQ 10L OF FASTENERS A EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE AT 3=044"mr - 1, FLOOR TO CM BUILD -OUT Mm PROVIDED AT TOP OF (4), IN CAW THAT END PANELS ARE NOT CONNECTIM TO BOTTOM TRACK - A STOP BAR (4). FOR INSTALLATIONS WHEN END PAMEI AND SOME INTERIOR PAHELS ARE DIRECTLY SEW: IS 04LYFCAo24PA1MLM1WO ONE INTERIOR PANEL Roxwmdm az TO BOTTOM TRACK WAY OCCUR AT ANY PANEL I.OrATON, TO WALL L 'jo UP %JOHIN"N NO SHOWN ON ELEVATION AND W I AT I SEE SECTION V, 3' 4' ON SWEET 24 SEE ANCHOR SCHEDU11 ON SHEET 25. EDGE M j" 4 -7 1. TWO Fmawp I, 3� =:U BE CONNECTED% BOTTOM TRACK MOUNTED WOW" us" S H CASE. CONNECTION Of PANELS To = Va =AT M=M. BOTTOM TRACK St IN MAY BE USED t w, wa - It OF (ID �w NEED IN TM- aN MW 2M SUCH MWETAM I LEFT & RIGHT SIDE OF PANEL) �AVE -MV16 'okkkOmft", 140T V ETALLED Lu THEIR 8 NO. 44167 FLORIDA OUILOM CODE (Mj;h Velocity N 0 Z*: Vejocffftv HU cane Zone) Hur no Zone) u no Zone)l < 44167 FLORIDA BUILDING CODE (High Voloolty A 1 FLORIDA BUILDING CODE (NIT colmn III ANY WAY To A "m Tuam PC mm am lum WC. INSMILLAWN. TATE OF 20 WE GALVANIZED STEEL STORM PANEL AP, W. 4 16 7 t 20 GAGE GALVANIZED STEEL STORM PANEL AN STATE OF 20 Ow OALVAM STEEL STORM PANEL sh z ORI vr/ft/mo DETAIL 1 LLJ 04um RMCTM PRODUCTS. Lic. GLOBALPROTECTI 11LIEC0.7 GLOBAL P T,,,WaT 4W STOP MR GLOBAL PROTECTION MDUCTs. Lm z ON PRODUCTS. LLC III LONG =I. 3*x3!(hk*xJ AM, AINGLE To 5mm 20-176 20-176 < MOM, OUAft-7W, Fft ad.)610-411T? VATIM m4)oRw-7w, bw =0"I"o-em 600-16 AlUfn ALLOY .04M." = G" . CC ww" N. ou"m W, sm, px vx/wwuRE/we Is I,, U40 In or %mm 2:31- -1 - laft - mmon . ff a .01031awn 4#1 SHEET NO. SH 1.2 I I -T i 1611-11, 11 ''1 L IkA 1 11 1 1 i F- F- I -fill ---------- F-T- MU MQUVVNG I N"&M a #�,,mirm SCALE 3/8--1- Six SHM 10 6 20 FOR Aw"m TYK "I"Imf NW214 FOR INSTALLINION5 INTO WOOD RMWE INAMa I&L APPAIR W*V& OQ S *=7.- �= a a WINIMPI ANOM VACOM AND NOMM 3 EN WM MUNCIE ARE NeIrAIM ON INS FLORIDA BUILDING CODE 0*9b votocity Itu can* Zone) S:t� MR EA A= ON SCHMITZ SMICE LM TeM Wor "mm WAON: sm" 04 SCHEIKILE men cam momm 4167 11 1 am Imoo, w- f--. - 2D GAGE GALVANIZED STEEL STORM PANEL I", THE foulmm FACTORS, FOR INS WAw er� owwv" To a poswowo� amm SPA" OFWNW LAQW1 04304 OT GLOBAL PROTECT0 PRODUCTS, LUC, TTMQq1b- `RALL 4 /Tm7Eco,,..\ ME LESS Took WMAIM 9*9010 INNIXTIVII IN EACH M93M TV[ ON " SCHEXRE hi saw COIL FL =14 "Wom ")W-m& em� 0")GOO-frin, 20-176 I awmm ft I A-4 orm- 6rjmu.4- 17 of a ILI Rj V q Cl 11folz ZW EXID 4INTRM WE $NEU It A, 20 AIA ANCHM TIRE A Nomm - W, Folawn SPACING MR INSIALLATIONS IRM WCQQ m FWJS Mh mom VON 00 3 3 M*11" SPACIN0 *0 "Nuum ow MSTAW ART =%a* SCHEM" Rm EA 6 ON WIZ 504MU REDLICE ANCTIM VACM IN MLLTIPLYINI 9%004 SHOWN 04 SCHOWL NY TWE .4:100"Coza wwo LOKI VAM =mw TWIN 01101414 SPACING m ow *om m ON Tom Bomax" 0 i f u I FT Nuxor Jil" RING ZU. REQUIRED WALL MDUUM MMU"N SECTfou 59 JLUFr WM PAWL SCALE ve-I* Nurtioune c- C/) -cu -0 > 0 CD CD- cc 2 a) C CU 0-0-0 0 C:) 0 c .0 M 0 U) 101 INSTALLATION 12ETAILS F-QR OPTION J2 FOR ITIFE 5AFE31 STORM PANEL SYSTEM INSIALLATION DETAILS EQR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM m&ML Narm vALm r-7 mm smam PAM symy INIQ EXISTING WOOD STRUCTURES ISTING WOOD STRUCTURES 1, E-Z HAM STORM PANEL ON THIS PRDDL= EVALUATION DOCUMENT (P,ED.) HAS SEEN VERIFIED MR COMPLIANCE IN RI) MINIMUM EMBEDMENT OF TAPCON ANCIfORS AND PANELMAIE FEMALE PANawt FILMS INTO CONCRETE C= V-,-l" 1-71 ACCORDANCE WITH THE 20MC 1, EDITION) OF THE FLORIDA BUILDING CODE. BLOCK WQLL at 1 1/4" 0Q VFT"L7rT T-7--fl 7 , 11-� , MAN WIND LOADS SHALL BE DETERMINED AS PER SECTION A620 OF THE A9OW M D CUM NA ENT*& 0�2) MAIM.L11.=0.F;1�4Z.1 7�4&rt :LA4WC=NW BE IS 7/8 PON A W! . C'. D&roHW,=%_r 4URWON1 WHERE T Ir I.El IWAI�r*) A=Nbm 0, CEETIT HLUM IT t/4" 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG DMGH($HOULD ANY FINISH MkTEK#,L EMT) TO UI DESIGN PRESSURE RATINGS PlOrAlm ON SHEETS a & 26. MIRIAM =JAGER 1/4'o TAPCON 0 S' OX, 1/0 TAPCDN 0 6- MC. PrAm ve INTO meHom > LAJ 11A .. 44*0 TAPCON 0 v 0,C, THREADED THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE RESIGN WIND LOADS DETERMINED M ASCE 2-if Im AT WOOD =45 At WOOD SMALL HE FIRST REDUCED TO ASO. DESIGN WIND uumfy mURTIPLYiNGTHENI By ILS IN ORDER TO 113), IN WE W PRECAST STONE. DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING / ItCWAT PbRETRAWN AT 'am HEADER WALL, WADER HEADER TO COMPARE THESE W1 MAX. ",0) DOMM PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS VAIL BE LONS ENOUGH T40 BEACH THE MAIN STRUCTURE W4ND,SU04 PANELS. ANORDRAGE HICAM I I - Y 1. 1 SHALL BE AS NOMONEID IN 0.1) AM 94 0.2), 12' 1/4' 114- IN ALLOWABLE STRESS FOR WIND LOWS WAS AM USED IN THOR ANALYSIS, FAST04ERS SPACING TO WOOD HAS 8M ma. DETERIAIMED IN ACCORDANCE WITH NOS- =I& (1) ANCHORS SAU BE AISTALLED FOLLOWING ALL OF THE RECOMMENDA11M AND SPECIFICATIONS OF THE ANCHORS f MC= IN ORDER TO VERIFY11W COMPONENTS AND ANCHONS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3U INCREASE /p, NTH SECTION STORM PANEL'S ADMUACf FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED w A=RWCE 1626 OF V) = C-4 T ftwupm 114E ABOVE MENTIONED CODE AS PER FENESTPATION TESTING LABORATORY. INC, REPORT 1 2032, AS PROTOCOLS'lASF-201, I I Ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE MU"E WHERE SHUTTER tn M!L FROM INSIDE OF STRUnAFM CONTACT WITH THE 'to LENGTH, 2-- .L. 3, SERIES 1000 INISTALIATION 15 APPLZ49LE M SINGLE AND DOUBLE HUNG STYLE WINDOWS 04EN INSTALLATION IS REOURM TO BE u M.. M- To PAM 10 CP "NEL U14GTH PANEL LENGTH I IRE SCHIDULT PERFORMED FROM M INSIDE OF STRUCTURE. t3i STORM PANEL ENSTAILATIONSHok-1. COMPLY WITH SPECS INDICATED IN INS DRAWINC PLUS MY BUILDING ANED ZONING 3: SCHEMAL i I ON � 'J; W fm mm I BoLow) W.. I REGULATIONS PROVI= BY THE JURISDICTION WHIERE PERMIT IS APP= TO. PANE. LENGTH (SEE NOTE I ounw) W so*"" 10057m Ift, $9-mr" PANEL LENGTH Tom 4. SERIES 20M INSTAILLATION IS APPLICABLE 10 SWtAX AND DOUBLE HUNG AND HORIZONTAL SUDERS ST-11E WINDOWS WHEN Im Go Ons I* ww 0a NOTE 1 snow) 10 M.. V M., INSTALLATION IS REOURED TO BE PERFORMED FROM THE MOE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS� *& E - Z KAM STOIRM IXASS (SEE NOTE I Mae) T= PANEL LENGTH PANEL LENM SYSTEM. IS 1/4 ISEE NOTE I BELOW; 1/4-0-200' (BE NOTE I BELOW) 5. ALL ALUMINUM DITRUSIONS TO BE "53-16 AULOf AND TEMPER� (UNLESS OTIUMSE NOTED) M (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS %L= GENERIC AND DOES NOT PROMOE Lo INFORMATION FOR A Sn SPECIFIC PROLIECT; I.*. "TE FROM THE P -D. S. ALL ALUMINUM SHEET MVAI� USED AT CWSURM SHAU, WE 3105-"14 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SU=t , PU AND INSTALLATION INC NO LIFE SAFETY OF Lm I. ALL STEEL SHEET METAL PANELS SPALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-03 GRACE 50 Mift�, GALVANIZED STEEL THIS "OWCt BASED ON THEE P-4-0, PROADED HEVSHE DOES NOT DEVIATE FROM THE CONDITIONS MKLED ON Ie4,'* TAPCON DESIGNATION W/Fy- 50,5 Tail (AFTER ROLUED)� ca- w IT low. tH= PO4EMTM AT R. ALL SCRONS TO BE ST04NLESS ML 304 OR 31S AISI SERIES OR CORROSION RESISTANT COATEO CARBON, STEEL AS PER DIN THIS PRODUCT 0KILATIL�N DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED. 50018 D go w TENSILE STRENGTH & SHALL COMPLY W/ nzRqw BUILDING CODE SECTION J411-31314 IMIDWOTH OF PLATE (,d) SITE SKCM PRW= StAUL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WIC" WELL 9� BOLTS TO BE ASTM A-307 GANANIZED SMM� OR AM 304 SERIES STAINLESS STEEL WITH 36 kW MINIMUM MD STRENGTHL. BECOME THE DRANCER OF RU-040 MO.R.) MR THE PROJECT AND WHO WILL BE CWT. I -0 1 USE OF THE RED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO IM ANCHORS TO WALL SKAIL BE AS FOLLOWS., SUBMIT TO THIS LAI" THE SITE SPECIM DRAWNIGS FOR REVIEW -0 1 (A) Rm THIS P."� SHALL REAR THE WE AND ORIGINAL SCAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF ED 1MO TAPCON ANCHORS AS MANUFACTURED Of ttk BUILDEX, W (UK e-3102 p.1M.) RECORD THAT PREPARED IT CoNt. US, U.S. W/ 18, StORM PAREL MANUFACTURM LABEL SHALj BE LOCATED ON A REAMY VISIBLE LOCAIM At STORM PANEL W C13141". - I - mft k 014-10 PANIEL^TE FEMALE 0 `ANELMAM PLUS ANCUM AS MANUFACTUROVY EILCO CONSTRUCTION PRODUCTS, WING NUT 3/32' WINO 1- 7 ACCORDANCE WITH SECTION 1709-9-3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MR WASHER E�) WASHER (SCIOND) (fo-3m BUM TO COMPLY WITH SECTION 1709 2.2 OF THE FLORIDA BUILDING COVE. L 1 4'6 TAPOON 0 r Q.C� IAPCON 0 5 D.C. TAPOON 9 a, mc� I 1 9' WIN. I)IREADED t 3/32- wma NUT 3/32' WING NUT AA) MINIMUM,EMSEDMENT OF TAPCON ANCHORS RM POURED CONCRETE SKkU BE 1 3/4- AND f FOR PANELMAM a B 1/4, C.C. . (.) (IF PLATE AT MIDW070 W-Q-�w000-mklx FEMALE 0 & PANELMATE PLUS, "vn wV =A =/Llt AT IWOWICTH 1 11, I --DOD PLATE OF PLATE OF PLAN A2) MINIMUM EMBEDMENT OF 1/*'# X 7/8' CALX-IN ANCKORS WLL BE IS 7/0' INTO CONGAM NOEMOMMENT IWO #1+-10 f ANY FINISH MATERIAL SHALL. BE PERMITTED, PLATE PLATE "40'r #411 1- W WALL MOUNIM NWAUAIIQH WILL ) P"/TS;N MEN. THREADED PENETRATHN 0-20 SS SIOMALK SKOM USIED SHkL BE LONG ENOUGH(SHOUILD ANY FINISH M&TERAL DUST) TO ENWE A/4- WALL MOUNTING INSTALLMON WALL ALT 171 � AT MRMIOTH OF PLATE AT MIONIOTH OF PLATE *Mika IN$ ER 7m * L Lu SCALE 314r-i- lo.�Fe� 6> A.3) IN CASE THAT PRECAST =NE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING W" OF WAU ""ma I$2"InON WALL ON FLOOR, ANDORS SHALL BE LONG ENOUGH TO REACHTHE MAIN STRUCTURE SENI140 SUCH PANEL& ANCHORAM 11 SHALL 0 ]EGULAR I 6MVW MPUAWYEL VW 9AW 814 I W11 AM SCALE SCALE 3/r.1" SEURMATM EMN BE AS MENTENIO) IN AI) AND IN A,2)� Titt No. 44167 0 REGULAR PANE1 0- N. z (0) TO EXISTIK aWARETE ALMLA&U, SCALE Ik FLORIDA BUILDING CODE vofoftofu�y Hu nm Zone) "Ify JIM cane Zan*) - 1/4 TAPCON ANCHORS AS MANUFAqTURED BY LtW, EULOM INC, 3/fr-1 SCALE 1. MIAILLATIO Aft MY %I" MR EIMOW01I WITH A.S.D. DES" LOW FLORIDA BUUING CODE (Nigh Velocity JIM FLORIDA WILDING CODE (1419h Velocity ou cam 24"01 UP TO PSF 00 PANEL'$ U34M UP TO W-W Al : IQUIS TIMM 44167 a= -&=o, wo. Fy 1/4-00 X 7/8* WX-N1 ANCHOF(S. AS MANUFACTURED BY DEWALT INC, (f*-IWO pm,lj m r1p. j , Fo Nm 20 CAGE GALVANIZED STEEL STORM PANEL 20 IIAGE C-ALVAKUED STEEL STURM PANEL %0,4 157 20 GAQf 0ALVANIZED STEEL STORW PANEL DM" ft #1 A- 10 PANELMAXE FEMALE ID A40PANELVATE PLUS ANCHORS, AS MANUFFAMURED BY ELCO CONSTRUCTION *O*N UY, 2. FOR NOW WOOD MWE *OW MEMBERS M BE SOUTHERN ITT, 1. INSTALLATIONS ARE ONLY VALD IN BUILDINGS WITH A.&O DES" LOAM - POE NO. 2. W/ SPOCIM DENSITY OF 0.55 OR EGUAL UP TO +5S-5, -72.0 PST AND PANELS LENGTH UP M W-11'. -RODUCTS (f*.-2071 P.M.I.) 5,T w/m/mo GLOBAL PROTECTION PRODUCTS, LITC. "WAM' GwBAL PROTEMN MDUCM LLC. GLOBAL PROTMTK* MDUCTS. LLC. am &W. 6 STREET FRAME CONSTRUCrOL WOOD MCkTERS TO BE SOUTHERN 11LIEC0,149. 11LIECO mc. 2- FOR NEW WOOD "m SIX 51 snw IZ14 PINE No, 7� W/ SPECIFIC DENSIty or 0.55 OR EouAL DOW FL, M3� 0441- FL % 20-176 20-176 "OCI WM)OW-75M FM (W)NO-WITT 20-176 a. m`� ("0140-7645, FM� (W)Ng�fnfr? . . . . . P Male (0-00-r.34 M ("4)M-VW Mp mwm W. M WAA*4 INMI`liL WA/momamvout CA-0001710 px DOOM 'A�Oil Mq i - i - PA. mx,,�TE WLTER . "Lur ]�*4 mm m MR 1 W4" A. na"m #' 11"M 0 Or 26 FORM LNj Vllp�- I i ar a I am Ala COMPONENTS FQ8 SERIES 2000 & 1Q0Q E=Z HANG STORM PANELS X/24 INSTALLABON RIES 200Q ANQ 10Q0 E=Z HANG STORM EQEt A9 I'm * ��/2; J w/04VA0.0 ro (5a "m 2 *LQV4 3- M.F 2/24 10- V/24 10o 4m 3 out PANELBM P-QURM CONCRETE 98 CONCHM AILM CONCRETE ANCHORS SCHM" ON SIM zsr- -15.1w (TOTAL 2.591' 2% SMTK*d ON SWEET 26 avown: mcmm 6 (111 II.."A - 4t 12,50V (EFFECTIVE W"- 2 I"v 0) , m -N if N 1 a N m SHOT 2* cowe" MGM.. 101m F G"Amm STEEL. IT= 9 Tv 2.0 v- ASTU A-W PANI ---------------- 2A70* a -So rAv. rft ro.) YP. Nil xw SO WAMUL, ky i wm Z. 4 jA7* 7 GGE 411jr Su "m It U5 5 - -------------- =3 TSTORM PANEL 40 40 -V .U. 32A&K REVERM -h- TRACK PANEI:S 00 UP VYP.) SO4EIM CL ISM HERE 4 sovibum MR CONCRETE AHCHM sm El 10 QLAW 29 M. YIT� 70 PAM W Ow ad" HEMMED EDGE -m P,,,f)ON 11 -w 19 A Ann= W/ zz, INTERIOR PANDS; VOW on" To CAM. OR W/ OR W/OrJ6 (D PAh 4 L Cn ISI IWAN Opom"O PM &AT ALWAYS #ME Or STRUCTURE I TYPICAL ELEVATION FOR 5 nTICAL. ELEVATION EQR SERM i Oop .125" A2r E-Z HANG STORW PANEL mm. E-z HANG STORM MNIEL 92 SMM tag R 3.AO t-1/404- OW V4. 1k. rwl- I -jr- -A ;\777V7"=77"7/\/� N ISOMETRIC VIEW DETAIL 2,600 2.6w N./- -\-z- C-E t or 0-, o", ar ROUNDED CORNER 0 ENDS OF PAW END UP W1 HEMLOM EDGE 7io. SECTIQU I q, 0 (NAS) SM A --A �7 16- j .250 ==PAn 510." OF PANEL CU 0- F ItILTS R 15, LOW 0). E - 2 TANG STORM PANEL SYSTEM MSWIW Of PRA), V, BOTTOM W/ PANELMAIES, COX.,- COM. TRACKS TOP * BOTTOM, (2)� END PANELS SHALL ALWAYS BE OONNECI .1 oil TRACK 10 S" *ALL or WANS Of :4k/%r w ER (2). (FD PAN" SHALL ALWAYS BE CONNECTED TO SOTIOM TRACK OTHERWISE A STOP BAR ICING RACK AT BOTTOM, END PANELS SHAUL BE PROVIDED AT TOP OF SUCH PANELS- ="w'"NoRkrTmu"vor P (�) , j i m L =,14 6051-76 Alum� ALLOY (3)� LE��ODNNECTED -TO 00"W TRACK, CONNIECTiON SHMI CONSIST OF 5 U ;VTAW1k9?Q'61 AS ww 3.) DI= ummu"r, Imff 6 U) 125' U/lr=2' WING NUT OR 1/4 'T IA. THUMSSCREW ma MZMM INIST. mou EXTERIOR FLAT nANom OF END PANEL MANIA END PANELS ARE NOT STOP BAR W" MOUNTINQ 10L OF FASTENERS A EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE AT 3=044"mr - 1, FLOOR TO CM BUILD -OUT Mm PROVIDED AT TOP OF (4), IN CAW THAT END PANELS ARE NOT CONNECTIM TO BOTTOM TRACK - A STOP BAR (4). FOR INSTALLATIONS WHEN END PAMEI AND SOME INTERIOR PAHELS ARE DIRECTLY SEW: IS 04LYFCAo24PA1MLM1WO ONE INTERIOR PANEL Roxwmdm az TO BOTTOM TRACK WAY OCCUR AT ANY PANEL I.OrATON, TO WALL L 'jo UP %JOHIN"N NO SHOWN ON ELEVATION AND W I AT I SEE SECTION V, 3' 4' ON SWEET 24 SEE ANCHOR SCHEDU11 ON SHEET 25. EDGE M j" 4 -7 1. TWO Fmawp I, 3� =:U BE CONNECTED% BOTTOM TRACK MOUNTED WOW" us" S H CASE. CONNECTION Of PANELS To = Va =AT M=M. BOTTOM TRACK St IN MAY BE USED t w, wa - It OF (ID �w NEED IN TM- aN MW 2M SUCH MWETAM I LEFT & RIGHT SIDE OF PANEL) �AVE -MV16 'okkkOmft", 140T V ETALLED Lu THEIR 8 NO. 44167 FLORIDA OUILOM CODE (Mj;h Velocity N 0 Z*: Vejocffftv HU cane Zone) Hur no Zone) u no Zone)l < 44167 FLORIDA BUILDING CODE (High Voloolty A 1 FLORIDA BUILDING CODE (NIT colmn III ANY WAY To A "m Tuam PC mm am lum WC. INSMILLAWN. TATE OF 20 WE GALVANIZED STEEL STORM PANEL AP, W. 4 16 7 t 20 GAGE GALVANIZED STEEL STORM PANEL AN STATE OF 20 Ow OALVAM STEEL STORM PANEL sh z ORI vr/ft/mo DETAIL 1 LLJ 04um RMCTM PRODUCTS. Lic. GLOBALPROTECTI 11LIEC0.7 GLOBAL P T,,,WaT 4W STOP MR GLOBAL PROTECTION MDUCTs. Lm z ON PRODUCTS. LLC III LONG =I. 3*x3!(hk*xJ AM, AINGLE To 5mm 20-176 20-176 < MOM, OUAft-7W, Fft ad.)610-411T? VATIM m4)oRw-7w, bw =0"I"o-em 600-16 AlUfn ALLOY .04M." = G" . CC ww" N. ou"m W, sm, px vx/wwuRE/we Is I,, U40 In or %mm 2:31- -1 - laft - mmon . ff a .01031awn 4#1 SHEET NO. SH 1.2 I I -T i 1611-11, 11 ''1 L IkA 1 11 1 1 i F- F- I -fill ---------- F-T- MU MQUVVNG I N"&M a #�,,mirm SCALE 3/8--1- Jil" RING ZU. REQUIRED WALL MDUUM MMU"N SECTfou 59 JLUFr WM PAWL SCALE ve-I* Nurtioune c- C/) -cu -0 > 0 CD CD- cc 2 a) C CU 0-0-0 0 C:) 0 c .0 M 0 U) 101 INSTALLATION 12ETAILS F-QR OPTION J2 FOR ITIFE 5AFE31 STORM PANEL SYSTEM INSIALLATION DETAILS EQR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM m&ML Narm vALm r-7 mm smam PAM symy INIQ EXISTING WOOD STRUCTURES ISTING WOOD STRUCTURES 1, E-Z HAM STORM PANEL ON THIS PRDDL= EVALUATION DOCUMENT (P,ED.) HAS SEEN VERIFIED MR COMPLIANCE IN RI) MINIMUM EMBEDMENT OF TAPCON ANCIfORS AND PANELMAIE FEMALE PANawt FILMS INTO CONCRETE C= V-,-l" 1-71 ACCORDANCE WITH THE 20MC 1, EDITION) OF THE FLORIDA BUILDING CODE. BLOCK WQLL at 1 1/4" 0Q VFT"L7rT T-7--fl 7 , 11-� , MAN WIND LOADS SHALL BE DETERMINED AS PER SECTION A620 OF THE A9OW M D CUM NA ENT*& 0�2) MAIM.L11.=0.F;1�4Z.1 7�4&rt :LA4WC=NW BE IS 7/8 PON A W! . C'. D&roHW,=%_r 4URWON1 WHERE T Ir I.El IWAI�r*) A=Nbm 0, CEETIT HLUM IT t/4" 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG DMGH($HOULD ANY FINISH MkTEK#,L EMT) TO UI DESIGN PRESSURE RATINGS PlOrAlm ON SHEETS a & 26. MIRIAM =JAGER 1/4'o TAPCON 0 S' OX, 1/0 TAPCDN 0 6- MC. PrAm ve INTO meHom > LAJ 11A .. 44*0 TAPCON 0 v 0,C, THREADED THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE RESIGN WIND LOADS DETERMINED M ASCE 2-if Im AT WOOD =45 At WOOD SMALL HE FIRST REDUCED TO ASO. DESIGN WIND uumfy mURTIPLYiNGTHENI By ILS IN ORDER TO 113), IN WE W PRECAST STONE. DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING / ItCWAT PbRETRAWN AT 'am HEADER WALL, WADER HEADER TO COMPARE THESE W1 MAX. ",0) DOMM PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS VAIL BE LONS ENOUGH T40 BEACH THE MAIN STRUCTURE W4ND,SU04 PANELS. ANORDRAGE HICAM I I - Y 1. 1 SHALL BE AS NOMONEID IN 0.1) AM 94 0.2), 12' 1/4' 114- IN ALLOWABLE STRESS FOR WIND LOWS WAS AM USED IN THOR ANALYSIS, FAST04ERS SPACING TO WOOD HAS 8M ma. DETERIAIMED IN ACCORDANCE WITH NOS- =I& (1) ANCHORS SAU BE AISTALLED FOLLOWING ALL OF THE RECOMMENDA11M AND SPECIFICATIONS OF THE ANCHORS f MC= IN ORDER TO VERIFY11W COMPONENTS AND ANCHONS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3U INCREASE /p, NTH SECTION STORM PANEL'S ADMUACf FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED w A=RWCE 1626 OF V) = C-4 T ftwupm 114E ABOVE MENTIONED CODE AS PER FENESTPATION TESTING LABORATORY. INC, REPORT 1 2032, AS PROTOCOLS'lASF-201, I I Ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE MU"E WHERE SHUTTER tn M!L FROM INSIDE OF STRUnAFM CONTACT WITH THE 'to LENGTH, 2-- .L. 3, SERIES 1000 INISTALIATION 15 APPLZ49LE M SINGLE AND DOUBLE HUNG STYLE WINDOWS 04EN INSTALLATION IS REOURM TO BE u M.. M- To PAM 10 CP "NEL U14GTH PANEL LENGTH I IRE SCHIDULT PERFORMED FROM M INSIDE OF STRUCTURE. t3i STORM PANEL ENSTAILATIONSHok-1. COMPLY WITH SPECS INDICATED IN INS DRAWINC PLUS MY BUILDING ANED ZONING 3: SCHEMAL i I ON � 'J; W fm mm I BoLow) W.. I REGULATIONS PROVI= BY THE JURISDICTION WHIERE PERMIT IS APP= TO. PANE. LENGTH (SEE NOTE I ounw) W so*"" 10057m Ift, $9-mr" PANEL LENGTH Tom 4. SERIES 20M INSTAILLATION IS APPLICABLE 10 SWtAX AND DOUBLE HUNG AND HORIZONTAL SUDERS ST-11E WINDOWS WHEN Im Go Ons I* ww 0a NOTE 1 snow) 10 M.. V M., INSTALLATION IS REOURED TO BE PERFORMED FROM THE MOE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS� *& E - Z KAM STOIRM IXASS (SEE NOTE I Mae) T= PANEL LENGTH PANEL LENM SYSTEM. IS 1/4 ISEE NOTE I BELOW; 1/4-0-200' (BE NOTE I BELOW) 5. ALL ALUMINUM DITRUSIONS TO BE "53-16 AULOf AND TEMPER� (UNLESS OTIUMSE NOTED) M (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS %L= GENERIC AND DOES NOT PROMOE Lo INFORMATION FOR A Sn SPECIFIC PROLIECT; I.*. "TE FROM THE P -D. S. ALL ALUMINUM SHEET MVAI� USED AT CWSURM SHAU, WE 3105-"14 ALLOt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SU=t , PU AND INSTALLATION INC NO LIFE SAFETY OF Lm I. ALL STEEL SHEET METAL PANELS SPALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-03 GRACE 50 Mift�, GALVANIZED STEEL THIS "OWCt BASED ON THEE P-4-0, PROADED HEVSHE DOES NOT DEVIATE FROM THE CONDITIONS MKLED ON Ie4,'* TAPCON DESIGNATION W/Fy- 50,5 Tail (AFTER ROLUED)� ca- w IT low. tH= PO4EMTM AT R. ALL SCRONS TO BE ST04NLESS ML 304 OR 31S AISI SERIES OR CORROSION RESISTANT COATEO CARBON, STEEL AS PER DIN THIS PRODUCT 0KILATIL�N DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED. 50018 D go w TENSILE STRENGTH & SHALL COMPLY W/ nzRqw BUILDING CODE SECTION J411-31314 IMIDWOTH OF PLATE (,d) SITE SKCM PRW= StAUL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WIC" WELL 9� BOLTS TO BE ASTM A-307 GANANIZED SMM� OR AM 304 SERIES STAINLESS STEEL WITH 36 kW MINIMUM MD STRENGTHL. BECOME THE DRANCER OF RU-040 MO.R.) MR THE PROJECT AND WHO WILL BE CWT. I -0 1 USE OF THE RED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO IM ANCHORS TO WALL SKAIL BE AS FOLLOWS., SUBMIT TO THIS LAI" THE SITE SPECIM DRAWNIGS FOR REVIEW -0 1 (A) Rm THIS P."� SHALL REAR THE WE AND ORIGINAL SCAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF ED 1MO TAPCON ANCHORS AS MANUFACTURED Of ttk BUILDEX, W (UK e-3102 p.1M.) RECORD THAT PREPARED IT CoNt. US, U.S. W/ 18, StORM PAREL MANUFACTURM LABEL SHALj BE LOCATED ON A REAMY VISIBLE LOCAIM At STORM PANEL W C13141". - I - mft k 014-10 PANIEL^TE FEMALE 0 `ANELMAM PLUS ANCUM AS MANUFACTUROVY EILCO CONSTRUCTION PRODUCTS, WING NUT 3/32' WINO 1- 7 ACCORDANCE WITH SECTION 1709-9-3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MR WASHER E�) WASHER (SCIOND) (fo-3m BUM TO COMPLY WITH SECTION 1709 2.2 OF THE FLORIDA BUILDING COVE. L 1 4'6 TAPOON 0 r Q.C� IAPCON 0 5 D.C. TAPOON 9 a, mc� I 1 9' WIN. I)IREADED t 3/32- wma NUT 3/32' WING NUT AA) MINIMUM,EMSEDMENT OF TAPCON ANCHORS RM POURED CONCRETE SKkU BE 1 3/4- AND f FOR PANELMAM a B 1/4, C.C. . (.) (IF PLATE AT MIDW070 W-Q-�w000-mklx FEMALE 0 & PANELMATE PLUS, "vn wV =A =/Llt AT IWOWICTH 1 11, I --DOD PLATE OF PLATE OF PLAN A2) MINIMUM EMBEDMENT OF 1/*'# X 7/8' CALX-IN ANCKORS WLL BE IS 7/0' INTO CONGAM NOEMOMMENT IWO #1+-10 f ANY FINISH MATERIAL SHALL. BE PERMITTED, PLATE PLATE "40'r #411 1- W WALL MOUNIM NWAUAIIQH WILL ) P"/TS;N MEN. THREADED PENETRATHN 0-20 SS SIOMALK SKOM USIED SHkL BE LONG ENOUGH(SHOUILD ANY FINISH M&TERAL DUST) TO ENWE A/4- WALL MOUNTING INSTALLMON WALL ALT 171 � AT MRMIOTH OF PLATE AT MIONIOTH OF PLATE *Mika IN$ ER 7m * L Lu SCALE 314r-i- lo.�Fe� 6> A.3) IN CASE THAT PRECAST =NE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING W" OF WAU ""ma I$2"InON WALL ON FLOOR, ANDORS SHALL BE LONG ENOUGH TO REACHTHE MAIN STRUCTURE SENI140 SUCH PANEL& ANCHORAM 11 SHALL 0 ]EGULAR I 6MVW MPUAWYEL VW 9AW 814 I W11 AM SCALE SCALE 3/r.1" SEURMATM EMN BE AS MENTENIO) IN AI) AND IN A,2)� Titt No. 44167 0 REGULAR PANE1 0- N. z (0) TO EXISTIK aWARETE ALMLA&U, SCALE Ik FLORIDA BUILDING CODE vofoftofu�y Hu nm Zone) "Ify JIM cane Zan*) - 1/4 TAPCON ANCHORS AS MANUFAqTURED BY LtW, EULOM INC, 3/fr-1 SCALE 1. MIAILLATIO Aft MY %I" MR EIMOW01I WITH A.S.D. DES" LOW FLORIDA BUUING CODE (Nigh Velocity JIM FLORIDA WILDING CODE (1419h Velocity ou cam 24"01 UP TO PSF 00 PANEL'$ U34M UP TO W-W Al : IQUIS TIMM 44167 a= -&=o, wo. Fy 1/4-00 X 7/8* WX-N1 ANCHOF(S. AS MANUFACTURED BY DEWALT INC, (f*-IWO pm,lj m r1p. j , Fo Nm 20 CAGE GALVANIZED STEEL STORM PANEL 20 IIAGE C-ALVAKUED STEEL STURM PANEL %0,4 157 20 GAQf 0ALVANIZED STEEL STORW PANEL DM" ft #1 A- 10 PANELMAXE FEMALE ID A40PANELVATE PLUS ANCHORS, AS MANUFFAMURED BY ELCO CONSTRUCTION *O*N UY, 2. FOR NOW WOOD MWE *OW MEMBERS M BE SOUTHERN ITT, 1. INSTALLATIONS ARE ONLY VALD IN BUILDINGS WITH A.&O DES" LOAM - POE NO. 2. W/ SPOCIM DENSITY OF 0.55 OR EGUAL UP TO +5S-5, -72.0 PST AND PANELS LENGTH UP M W-11'. -RODUCTS (f*.-2071 P.M.I.) 5,T w/m/mo GLOBAL PROTECTION PRODUCTS, LITC. "WAM' GwBAL PROTEMN MDUCM LLC. GLOBAL PROTMTK* MDUCTS. LLC. am &W. 6 STREET FRAME CONSTRUCrOL WOOD MCkTERS TO BE SOUTHERN 11LIEC0,149. 11LIECO mc. 2- FOR NEW WOOD "m SIX 51 snw IZ14 PINE No, 7� W/ SPECIFIC DENSIty or 0.55 OR EouAL DOW FL, M3� 0441- FL % 20-176 20-176 "OCI WM)OW-75M FM (W)NO-WITT 20-176 a. m`� ("0140-7645, FM� (W)Ng�fnfr? . . . . . P Male (0-00-r.34 M ("4)M-VW Mp mwm W. M WAA*4 INMI`liL WA/momamvout CA-0001710 px DOOM 'A�Oil Mq i - i - PA. mx,,�TE WLTER . "Lur ]�*4 mm m MR 1 W4" A. na"m #' 11"M 0 Or 26 FORM LNj Vllp�- I i ar a I am Ala COMPONENTS FQ8 SERIES 2000 & 1Q0Q E=Z HANG STORM PANELS X/24 INSTALLABON RIES 200Q ANQ 10Q0 E=Z HANG STORM EQEt A9 I'm * ��/2; J w/04VA0.0 ro (5a "m 2 *LQV4 3- M.F 2/24 10- V/24 10o 4m 3 out PANELBM P-QURM CONCRETE 98 CONCHM AILM CONCRETE ANCHORS SCHM" ON SIM zsr- -15.1w (TOTAL 2.591' 2% SMTK*d ON SWEET 26 avown: mcmm 6 (111 II.."A - 4t 12,50V (EFFECTIVE W"- 2 I"v 0) , m -N if N 1 a N m SHOT 2* cowe" MGM.. 101m F G"Amm STEEL. IT= 9 Tv 2.0 v- ASTU A-W PANI ---------------- 2A70* a -So rAv. rft ro.) YP. Nil xw SO WAMUL, ky i wm Z. 4 jA7* 7 GGE 411jr Su "m It U5 5 - -------------- =3 TSTORM PANEL 40 40 -V .U. 32A&K REVERM -h- TRACK PANEI:S 00 UP VYP.) SO4EIM CL ISM HERE 4 sovibum MR CONCRETE AHCHM sm El 10 QLAW 29 M. YIT� 70 PAM W Ow ad" HEMMED EDGE -m P,,,f)ON 11 -w 19 A Ann= W/ zz, INTERIOR PANDS; VOW on" To CAM. OR W/ OR W/OrJ6 (D PAh 4 L Cn ISI IWAN Opom"O PM &AT ALWAYS #ME Or STRUCTURE I TYPICAL ELEVATION FOR 5 nTICAL. ELEVATION EQR SERM i Oop .125" A2r E-Z HANG STORW PANEL mm. E-z HANG STORM MNIEL 92 SMM tag R 3.AO t-1/404- OW V4. 1k. rwl- I -jr- -A ;\777V7"=77"7/\/� N ISOMETRIC VIEW DETAIL 2,600 2.6w N./- -\-z- C-E t or 0-, o", ar ROUNDED CORNER 0 ENDS OF PAW END UP W1 HEMLOM EDGE 7io. SECTIQU I q, 0 (NAS) SM A --A �7 16- j .250 ==PAn 510." OF PANEL CU 0- F ItILTS R 15, LOW 0). E - 2 TANG STORM PANEL SYSTEM MSWIW Of PRA), V, BOTTOM W/ PANELMAIES, COX.,- COM. TRACKS TOP * BOTTOM, (2)� END PANELS SHALL ALWAYS BE OONNECI .1 oil TRACK 10 S" *ALL or WANS Of :4k/%r w ER (2). (FD PAN" SHALL ALWAYS BE CONNECTED TO SOTIOM TRACK OTHERWISE A STOP BAR ICING RACK AT BOTTOM, END PANELS SHAUL BE PROVIDED AT TOP OF SUCH PANELS- ="w'"NoRkrTmu"vor P (�) , j i m L =,14 6051-76 Alum� ALLOY (3)� LE��ODNNECTED -TO 00"W TRACK, CONNIECTiON SHMI CONSIST OF 5 U ;VTAW1k9?Q'61 AS ww 3.) DI= ummu"r, Imff 6 U) 125' U/lr=2' WING NUT OR 1/4 'T IA. THUMSSCREW ma MZMM INIST. mou EXTERIOR FLAT nANom OF END PANEL MANIA END PANELS ARE NOT STOP BAR W" MOUNTINQ 10L OF FASTENERS A EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE AT 3=044"mr - 1, FLOOR TO CM BUILD -OUT Mm PROVIDED AT TOP OF (4), IN CAW THAT END PANELS ARE NOT CONNECTIM TO BOTTOM TRACK - A STOP BAR (4). FOR INSTALLATIONS WHEN END PAMEI AND SOME INTERIOR PAHELS ARE DIRECTLY SEW: IS 04LYFCAo24PA1MLM1WO ONE INTERIOR PANEL Roxwmdm az TO BOTTOM TRACK WAY OCCUR AT ANY PANEL I.OrATON, TO WALL L 'jo UP %JOHIN"N NO SHOWN ON ELEVATION AND W I AT I SEE SECTION V, 3' 4' ON SWEET 24 SEE ANCHOR SCHEDU11 ON SHEET 25. EDGE M j" 4 -7 1. TWO Fmawp I, 3� =:U BE CONNECTED% BOTTOM TRACK MOUNTED WOW" us" S H CASE. CONNECTION Of PANELS To = Va =AT M=M. BOTTOM TRACK St IN MAY BE USED t w, wa - It OF (ID �w NEED IN TM- aN MW 2M SUCH MWETAM I LEFT & RIGHT SIDE OF PANEL) �AVE -MV16 'okkkOmft", 140T V ETALLED Lu THEIR 8 NO. 44167 FLORIDA OUILOM CODE (Mj;h Velocity N 0 Z*: Vejocffftv HU cane Zone) Hur no Zone) u no Zone)l < 44167 FLORIDA BUILDING CODE (High Voloolty A 1 FLORIDA BUILDING CODE (NIT colmn III ANY WAY To A "m Tuam PC mm am lum WC. INSMILLAWN. TATE OF 20 WE GALVANIZED STEEL STORM PANEL AP, W. 4 16 7 t 20 GAGE GALVANIZED STEEL STORM PANEL AN STATE OF 20 Ow OALVAM STEEL STORM PANEL sh z ORI vr/ft/mo DETAIL 1 LLJ 04um RMCTM PRODUCTS. Lic. GLOBALPROTECTI 11LIEC0.7 GLOBAL P T,,,WaT 4W STOP MR GLOBAL PROTECTION MDUCTs. Lm z ON PRODUCTS. LLC III LONG =I. 3*x3!(hk*xJ AM, AINGLE To 5mm 20-176 20-176 < MOM, OUAft-7W, Fft ad.)610-411T? VATIM m4)oRw-7w, bw =0"I"o-em 600-16 AlUfn ALLOY .04M." = G" . CC ww" N. ou"m W, sm, px vx/wwuRE/we Is I,, U40 In or %mm 2:31- -1 - laft - mmon . ff a .01031awn 4#1 SHEET NO. SH 1.2 I I -T i 1611-11, 11 ''1 L IkA 1 11 1 1 i F- F- I -fill ---------- F-T- MU MQUVVNG I N"&M a #�,,mirm SCALE 3/8--1- CA,- I %-,., Iva 1: 1wV444 it F11111111 O'CrIx UpAwtow PA APM- "15 Tug GLASS JA. +66.0. -7b.3 70, OR LESS 2 0/le BOLTED 2, 3% 'W Sw 466-0. -73.3 10- OR UESS 2 7/8- DMIED C 4* WINONUT A' VIERLAP A, -0111 QF PANEL LINGTH 16, 0 �i 411JA ft, AA01081GIN mcmaim w*zw 3 3/2, APPUCANITO Summ At & A14Y toweimTft OF THEM MAXIMUM PANEL UENM V (IK) PRESSURE RATING (P.J) ONA-411 pmmmm "SAILIC 0 PANEIMATE PLUs 7; GORGWC - M BmL0`C`K"`R` TR -ITO M: 10 COCWM 10 CONCRETE a" TO 176-� SEW 12' N/A 11. N/A Iz* N/A 171 N/A I & 2' (TOP) If* e* ice 4- 1. 4' 11 mom 20mm + 12' s. 12' r 1*990TIOM++ Sm 10.0 -75.3 N/A N/A 'N/A N/A N/A N/A 11 Ilr 21 (160170m) 70' OR LESS 7' N/A 6 112- N/A 4 Ile N/A 4 1/2' N/A 3' 12* N/A N/ 9 1/2- N/A 9 1/2" VA Y (BOTTOM) 12' Ir N/A IV NIA -12. N/A 4' (TOP) 12 6' 12* 1 1/2 12 11 12 11 4 �SOTTOM) *LIMITED 70 Its* p�t. ASO, DES" PRESSURE RATING. A SEE SHEET 26 MR ANCHORS TYPE k SPAM FOA IRCIALIATIONS INTO WOCID FRAME BUILDW MINIMUM ANCHOR MWNM " MMUM EDGE INSWU ARE INDICATED ON THIS SCHEDULE FOR CIL LEM THAN 00104TED ON SCHEDULE: FTGUOC ANCHOR SpACMR By MULTIPLYING SPACING SHOWN ON SCHEDULE RV THE FOLLOWING FACIORS, FOR 'DO OPER03" TO BE POOKY4 REDUCIED SP0QW OBTAINED LOW FACTOR PAU K LESOSX Am"m Sp0cm INDICATED FOR EACH ANCHOR TYPE AT 4CHm L momm 1/44 1 T/1V# 1 1&-at UPPON - Sol Gk*-* I im� mom WAMM W 3 �I` 21/2 tm� jc.� 0k) I&A WOO 3 3 a 3 3 3 1/4 3 1 4 AMK I 'Ir 3 i/r Jr I I" t rlr� + RECURS M- DISTAOICE BETWEEN BOTTOM OF PANEL 7/2' AND (2) TO SIC 1/2, ++ Rmum M0,4 DISTANCE BETWEEN BOTTOM OF PANEL An To m 31ir COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANI-3- EQRM PANEL SYSTEMS CTOTAL WWH)--- Zia?, -lee (ElFCCITIC .750, - STUD RMLMM 1/0 Z74�-, .1 moLC: 0 a I/*- *�� OR a 12 Mr 0,11 lz I L so DAY Be wilumcut) a - ANN, THICK 6 fIEMME A&WMM SICEL oar ofai� MUD ASTIMI A$53 TYR 'V� AIRADE SO Mt4UW AMM" DETAIL A O-fib CALM CORE I 1- 48' ---------- STORM PANEL - DETAIL A PANELS SHALL BE INMIAE, ALTAYS 000" FROM LIFT TO MM 111 1/2- LED a END AT LEFT SIDE OF PAM *14- HEADER -r TRACK ANGLE wrm siup -Tr. -top "IcE OZ24- (MInJ PANaS OW LIP OF PAINX GALM94M STEEL _yw 4:0.05, L "NO. ; i I 33a 0 270' C+j1.4 cew H 2.250- OR ISQUEMIC XIEW Whit A ------ 13vv I - w,o", END LIP W/ HEMMED EDGE Ll-�- TfP. BOTTOM AUA" F or P#411. KEY HU WMNER 072' 3105-HIS4 ALUlk, ALLOY ICVf HOLE AIr PAN 1 �750` 112C -S&E WCET 6 Poll ADDITIONAL, UWATIONS IF SLEM LOOT" IS 1 1. OILY WkUD FOR INSTILLATIONS INTO SLEM 2 118 W= STRUCnml .375 3.7517' A2r 2. ow" (TYP.), L REV. HEMER 'U- HEADER J�.,SW -.I- M& m 51 M1 (9 man 1- 1 -:Lfxfo"� ANGLE "J" Xwooilwill, TRACK PANEL HANCE 574* am ns, E-Z STOW 470- -27V (USE: ONLY HANG PANEL F :A4 N" SYSTW SQ63-TS ALL11641 ALLOY 1.07 1 .84. ND� 44167 FLORIDA SUI i4 jr t LOING, CODE LW20 High Velocity Hu Zan*) 123* . 2 iiim. F.P. " 11 STATE OF 24 GAGE GALVANIZED STEEL STORM PANE oKImvw VVI. IT 17SEE SECTOSS- .2,150, WNL 07/"/� L 11 L I E C 0m.- GLOBAL PROTECTION PRODUM UC- O'no, .2w 4= &W� 51 guw (M4)SN-7b4& rA* (W)S*-VM 20-175 BUILD -OUT *F* TRACK @ & WM14EBED WINGNUT 7P" AM= 04-com olvemm, CZAMAIC 3 ALLOY) SEUJUMMPAWfwt Sw 2 OF Is INSTALW10 DETAILS FOR REGULAR PANEL(i) 11119 EQUIRED GQNCREIE OR CONCRETE BILDLICK STRUCTURES ALTERNATE CONCRETE LOCATION CONCRETE ANCHOPS EDULE ON T M-11=11N 1:10511ING POURED CONCRETIL SHEDS 9 THROUGH 10) txwm POURED, ODNWETk_� OR CONCRETE BLOCK OR CONCRETE BLOCK 14, REOUM. TERIMARE LEG LOCATION CORCRETC ANCHORS SCHMM ON SHEETS 9 THROUGH I LOX. 1/4--aw S& W/ Nur 1/4' TE Ir 94MS 9 THROUGH 10)� we i E.P. I a It PANEL LIENOTH SAE (SEE SCHEDULE ON SHEET 3 Fr=pSEAMMITION IT . ........ 10 GLASS� TO qlokss� SOHEDUI ON SHEETS (SEC MI.= a, .1 i ON SHED 2t 'L� Mom, (SEC SCHEDULE PANEL LENGTH A PAZ 4T Im (SEE SCHEDULE 00 1-In PANEL UNGTH uNwom,") 16 SEPARATION ON SHEET 3) 1 (SEE SCHEDULE =119 R nmr?", ON SHEET 3) TO GLASS, sm SCHEDULE I Box a ON imurr 3) OF 'L* i OF *L' MAX, MA)C I ED 1 0 12 I/r MC. ED OF 'V 1 CONCRETE ANCHORS m (SEE SDIEDIALE 00 �9 CONCRETE ANCHORS (SEE SCHEDULE ON - --- - ----- DOE OF WALL OR SUIS S-CETS 9 rlf%OUGM I REQUIRED SHEDS 9 THROUGH Z q. ALUMINUM T. CONDMON) SPACERS 0 D.C. VALID FOR POURED CONCRETE ALL, DESIGN CONCRETE ANCHORS AND PANEL CONCRETE BLOCK EQSI POURED Low" PER %w 3. (SEE SCHEDULE Ow ACQUIRED. &MICTE som sNECm 9 THROUGH 10) -Co. MAX LOW AUJMlMU`M SPACERS 0 1 llr OC� (SEE TABLE #1 ON SHEDS 9 10.) LING FLOOR AN MOUNTING 5EMN 4 Smmm a WALL MONTING "EO WAPACERS (M OR fil 5 SCALE 3A-1- Ile" �'E I Ite FLORIDA BUILDING CODE (Won Noth Valocfty Hu one Zone) 44187 02020 "I'mom. W- 24 &AM GALVAWEO STEEL St6RM PANEL own w NOTE FOR COMR1N&DMLQLV.GM=,� ED. EDGE DWANCE SWEOE�a, GLOBAL, PROTECTION PRODUCTS, LLC. L (SEE SCHEDULE ON TOP & BOTTOM M WINGS CAN BE /11 rite 0 OU SHEETS 9 & 10) COMB94ED IN ANY items ax &I fam INSTALLATION. WAY TO SUIT ANY 20-175 !Aw &-9, 6E SRW 5 Iw is 1NMLLAMQN..DEMLS EQR SERIES 2000 & 1000 E-Z HANG ST RM PANEL INTO EXISIING WOOD SIRUCTURIES ;/410 SCREWS a i ""w/ 1/2' In, TH40M 7, HEADER REOUIRM 4/4'0 LAO ISCRONS 6 4' O.C. W/ r", wow TO EXISTING WODII HIIAM, 1HREAM MEM110ft TO EMITTING Wm AD-M RA7 OR ON EDGE #140, SALS. r. 11-0 EA. 00 OF ,@o�L #-4w sm.r. of Ek END OF , m�t THUMISCREW m NOTE TA KLOO 1,/ Mi TM OF PJAJJ AT SERIES 2floc OR !M%% 0 'I" =wvv. low FLAT OR ON OW"No I. INSTALLATIONS ARE ONLY VALID MR BUILDINGS WITH AjS.D. j> UP TO +65.0, -75,3 00 AND PANIELS LENGTH LIP TO V- CPM LOADS 2- FOR AM WOW WOOD MEMBERS To BE SOUTHERN POE N., -I W/ M56 OR EQUAL ZLSPEQAFWnL RTF= illi'FPA� BASED w 1000 OR 2000 INSTALLATION TTPE 00 ED AS 0 &AT TOP .3 W T;aj L FOR COMOWM OF 99D= top at COWKD 04 ANY WAY 0 BIPMANMM�N SIOU PAMELSM UNIMITAIM1111110 AT VEL !a VATH -TRACKS tb oft (m MAXIMUM PANEL LENGTH "W OR *L-11 (ft.) a MAXIMUM AS�R D PROSS WMATING (P..f.) (4 P, - CONCRETE & WOOD 10WALLATIONS t IL+ L- Jog W-11' lo'-9, 4au 91-4* 10 V-81 I -4. Sao 0�11 Jr-4 S&O ll�r a, -Q` OUR 8--r r-;,- S&O 740 7so 71-51 01-10, Sao III-;" I&V t--5* Vag r-o^ 61-1?^ 100,17 W-3 W-111 TO" 129.8 --4A-XIMUM PANEL LENGTH *I+, OR "L-" (ft.) a PRESSURE PATY4 CONCRETE & WDOO WALIATIONS t 20,0--- T4,-4* Ir-O, J" 11"r 14v-? s'-0, 4ao 9,-1* W.0 81-r ff-2* SA 0 0'-J- 60.0 8*-o* wag 7--2- PRO 71-5* 6-le 7--o* e-S. 854 950 Ir-7- V fir 140.0 r-J, 11110 f1co 115.0 valf Aft-8, MNS" SEPAKAT*% To GLASS SO4MXU MAXIMUM PAREL LENGTH WIND SPEED 4 170 '"A WIND SPEED > TV MP-h 0.) WOWWL4001 RESTRAPim Loommawim RESEPAIMED 30 Off LESS 1. a' 5 1/4� �3310 90 1 112 7 t/2 �90 To 145 1. 11 7 fir 7 1/2- X145 10 lft� -T- I 11r 11.11MIU111161 FIA111711 I FMAT14 (Inli MR A CMM MOUNTING CONERTION 2 0/16, uh DtlY ONERLAP MATE FEM0Lr III W/ MIN TH=m rf" 121/2- ot� Pop OF =15) "miltem &TIMI;ovw N. lit BIL........... nroall" z skl�.� N:TAr0F Of ' `C 9 $19" TOR CILIUM m 4D fi)� DR W- IAES END'a (& @ Or(A: Q 11mcm Al EACH TOP Borm DOW MOUNT W HEADER lr KEADER ANGLE TIM" ituluo-ow 'r laws - owf7t MOM 1 iz'xi.61 STW ANGLE 35� 1. 42* 3r 1. 'r TRACK 55, 1. 4r 67* ANGLE w 32' 1. 3r w so, I 32- 3WS -- LAC SCKM 9 a- or- w/ lir WLI THWAM PONETIMIMN 09-IM wow mum. Cwt 114.1, "'S. r0 Ek tWo or -10. RE. .4 �J`F` MhL mAum- GLASS. EVVW OVERL00 -w/32 cc A AJ IS "I 1* sacto V41AvtZr!1= %. W� 2.;&=" PLATE is MOUNTING um IE 311w 4dich, ItIlm INC, �#'Lm =0 4� D.C, W/ 46 PONErRm" TO OWN WOW w_vm S. wm �N S%L; -MI - Msm SCIWO- Z%'. I IARY OVERLAP pm&w w"3142. scRE" 0 6' Ox, w/ PEREMTKIN CM W-1 20 GAGE GAILYANUED STEEL STOW PANEL U." ft DOAL PROTECTION PRODUCTS, LLC, "War PND� r- M4)m-ww 20-176 +2/4 1/4, 3/4, 4/5, 5/5 A 6/5 ANCHORS (SEF SCHEDULE ON IW/6. 2W/B. 3W/7 & 4W/7 ax AM.= -- SHEETS 9, 10 *11) a -F6-1 T - J., 21111. BOLTED PANELS,,I�� xS AS f Di Ms, BOLT AS Lw J (SEC SECTIONS VA -40T T*I- @ or AN— 5/5 A 2/4 /4, 3/4, 4/5, 1w/6. m/s, 3W/7 & L*, (SEE SCHEDULE ON It)fECIS it, 10 All J�-- REGULAR 51QHM PAM ELEVATION N:T.S� z6w (WIN, CMnAP -1 *W MILLIN) "1] Ummm'm 95 SEMN knh, N.T.S. PANEL LENGTH 'L+' FROM SK Wlm Im S 24 BADE GALVANIZED STEEL STORM PANEL OBAL PROTECTION PRODUCTS, LL am v Smv ti.,ImI 3ml. P"cle M4)W-'M4A M 06.)WO-OM JIM MIN, GAP AV" 20-175 stuna INSTAL91-1014 DUAILS EQR KLw IN10 WQQD IT SEPARATION i TO CLASS. -r.wS= -(S M SCHEOULE I"410-aw ON w SHEET KIM WILTS ON SHEET 3 1A - e I v JIM. I Exts I FANNEUL WDOCI ANCHORS I pa SCHE -DALE: I (SEC SCH000-E SHEET 11JOR 1/4* MAX. SPACER %9 v 7 7 or MAX 77 V wow M� 4 ED & ED L I f MAX. LONG ALUMINUM SPACERS 0 12 1/2- O,M (SEC TABLE 01 ON SHIED IIJ SEE NOTE - BELOW FOR LIMITATIONS FOR TO GLASS, 1 I/Z- IONIC SLWOCE. I PANEL Ttm PANE, LOOM �'h SEE SCHEDULE jSCE SCHEDULE (ON SHEET 3) PANEL MI FEMALE 0 OR PANEL MATE SHEET 3) ON SHEET 1) puts (SCE SCHEDULE ON SHEET I, I) to Mi., I SEPARATION EXISTING I Epuz, EXIST` FO GLASS, 2'X4' WOW PLATE REWIRED -FT-DIREO Mawr W1 SPACER ALTERNATIVE OW". 5" SCALE 3/8-1- SOX -4 0 T2 1/2' D.C. SEE �:XAJI ON SHEET I I FOR MAX, PANEL LENGTHIS A, 0 DESIGN LOADS FOR TIM INSTALLATION. OF `L, Ell - I - MAX-- /2' 0, CO 0 12 1 t wow ANCHORS STAGGERED W/ STIJO (SEE SCHEDULE ON VACOR VA My SK I 11r LOW W, SHEET 11) (1) ww"Allow is uwft 10 A UK stm woom "m IV--r 4 VAX w1w Flow ANY 9Z v=n0":=`FT 2'44' WOOD Awr D I. PLATE Rtmigm OURAM mom ;t WIN, 90%W" TO oudis INWAYER 2-94- WOOD PLATE REWIRED GO FINALE IS ON A, a K SPIZ 4:�� Ei PlAr CA (SEC SCY00ILE ON VAANONW:�� lsil� SHEET 11) amiFIM"MA-1v CW 15 A RISIRK1100, AM It 1/2* CA SPACINC ALLOWED ON SHM 4 (1) =ASO DESIGN PRESSURE *m -me e.I, (3) MAX 24 Wa Sea LUCM IS UWW M M' a AW MM Z::Vt A := FROM LMM Pwa umm AM= ON (2) wmm STORM Po" Lolor" to M IR MOUNT IAZ MR ALTEW 211F (4111/2- LONG VACCIR COMPORIENT #M SNALL K AS OVAMM ON L M 0 met At r 3/aw SHECT 2, INSIALLATION OF I a LAW SPAM " All ONLY SC 1� 2 3 As COVAIAM W AFTbI 10 ANTERNAWFIVIV11W (4) Wife OKY MR Wft THE I= rm M100 or THE: Rommol, �� SCALE 3/8-l' Xoffo; 2&3MAME i" EN Norm, *,.*'\�c `1 . FLOR BUILDING CODE (Non High Volacalty, Hu Calls, Zone) . NOE FOR WWNMN OF SECTION 1. INSTALLATION ARE ONLY VAUD FOR kW. KS 0. am mum W. No. 44167 24 GAGE GALVANIZED STM STORM PANEL DESIGN PRESSURE RATING (p.s f) AND SIMON Im PANEL LENGTHS TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (FXCEPIT FOR $1ATE 0 ON PRODUCTS, LLQ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 1109 C 9 70c. GLOBAL PROTECTI 00C, INSTALLATION, 4m S.W. 51 Siam 1 FOR NEW WOOD FRAME CONWRUCPON: WOOD ......... eo-zo CAW. r. M. 20-175 pwm� FM (04)04*4w 'E SOUTHERN PINE No 2, W1 SPECIFIC 'EMnTFO0% DEI OR EQUAL- GENW& I. WORM PANEL SHOWN 09 THIS PRODUCT VALUATION DOCUMENT (P.CD,� HAS ISEEN VERIFIER FOR COMPLARCE AM ACCORDANCE 1/&-# 1AIPCON ANCHORS, AS RED IV t SUII INC WIN THE ZD20 (Till EDITION) Ot THE FLORIDA BOUDING CODI THIS STORM PANEL, WALL NOT BE INVXLEC AT HIGH 111-11 1E AND PANIELMAIE PLUS ANCHORS, AS MANIRAVURED BY ELW CONSTRUCTION PRODUCTS MOCITY HiRmANE: ZONES DiAmm-r&AGE / BRIMIAND COUNTIES). kst DESIGN WIND LOADS $KILL BE DIFIDNARED AS PER SECTION 160 Or THE ABOVE MENTIONED CODE FOR A a C WIND 7/ifi'# . 5/5* WOOD BUSNING. AS DISTRIBUTED Erf ALL PONT SCIEM. BOLT & SPECIALTY 00� SPEED AS REQUIRED BY THE JWTSDIVION WHERE $10AM PAM WILL BE INSTALLED. AND FOR A EIREVI(RiALITY FAVOR Kowom, usm Asa 7-16 AND swa No EXCEED, THE MAXIMUM (AS.D.] DESIGN PRESSURE RATINGS RIWATED ON SHEDS C 1) MINIMUM THREADED PDODRATTION INTO WOW OF TAPCON M04ORS SHALL BE 1 1/2' AND 2- FOR ELCO PAMELMATE PLUS 9 THRU 12 A 17, It AND PANELMALE FEMALE TO IRS IN ORDER TO VEMIRY THE ASM OONOMON, LILTIMATIE DESON Who LOWS CIETIDIMINED PER ASCE 7-10 SHALL BE F -I REDUCED TO ALSO, DESION PRESSURE RATING BY MILLMY&GITMEM By 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.SM) C,2) WINNUM IRRICAPED PENDROM Of LAC SCREW, INTO THE WOW FRAME UMT SIA4" BE 1 1/2'. NO THREADED DESIGN PRESSURE RATINGS INC)CAMED ON SHEETS 3� 9 THRU 2 J, 17. 18. PENETRATION INTO SW= SHALL BE CONSIDERED AS PART OF THE ROQUIRM THRMED PENETRATION, IN ORDE To WRfFY THAT AMCHORC ON THIS P,ED. AS TESTED WERE NOT OM STRESSED, A 33% INCREASE ON AUDWABLE STRESS FOR WIND LOADS WAS WIT USED IN THEIR AKALTM FASTENEAS SPACING TO WOOD HAS BEEN DETERMINED IN C�3) MINIMUM EDGE DISTANCE OF LAC SCREWS. WTD WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORMACE WITH N.DS, 2015. -CN VERIFIED IN A=RDwm vArf sEa" mm�2 OF Slow PANWs wmka Foe IMPACT AND WIND RmsrmcE HAS BE CA) MINIMUM PENETRATION OF WOW BUSHING SHALL BE 5/6*. $/4" 0-20 SCREWS USED SKALL BE 1 1/2' LONG MINIMUM IK MOW VENRDNED CODE AS PER AMVKW TEST LAO OF SOUTH FLORIDA REPORTS 0814 01 -01 AND #0219,02-09. AS SHOULD SFU000 EXIST AND I* MINHAW FOR WALLS WITH NO STUCCO, PER ESTE) , 2-99 & ASTM C 3"-02 STANDARDS, A" AMERICAN M-TWIC LAS SOWN FLORIDA REPORT #I 1 23,01-11) AS PER IAS-201 AND YAS-203 PROTOCOI AND AS PERFORMED IN ACCORDANCE, W/ SECOON 104 OF THE C�5) IN CASE 'THO PRECAST STONC, OR PRECAST CONCRETE PANELS, SPLIOW ON WOOD SOMOS BE FOUND ON THE EXISTINO FLORIDA SUILOIN� CODE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH 17KE MAN STRUCTURE REMIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN CA), C2) At C.4) 2, ALL ALUMINUM EXTRUSID" 10 W ISO63-76 ALLOY ItEMPER: (UNLESS OTHERWISE No") SEE SHEIT 2 (M ANCHOPS SHAU BE JUSTALLED F&JAWINO ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER .3. AUL ALUMINUM SHEET METAI. USED 9 MOSURES $WALI. HAW 3105I-H%4 AIJLDY� e� PAKW MAY ALSO BE INST410 HOWONTALY FOLLOWING INVA"MON DETAILS SNOW14 ON SECTION I THROUGH 0 (SHEETS 4 011 ININQ CAL AM 4� ALL SnL SHEET METAL PANELS SKAIL RAW STASXWRAL QUALITY STEEL. "N A-M3 CRA 80 4 M. 0-00 V ZED THROUGH 5) Excm THAT HPOM(D *(D %AAv- Not BE um. vm DESIGNATION w/py- ozi )w WIER Tic"Em). 9. IT SHALL BE THE RESPONSIBILITY OF THE MMACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE VtMER IS TO BE S� ALL SCREWS TO BE SMAINI SI 304 OR �18 AM SERIES OR CORROSION RESTSIANT COATED CARBON Stm AS PER CAN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR ill" FRAME BURDINOS. M018 W/ 50 k.1 YEW STRENGTH AND 40 kili TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.4. 10, EACH REGULAR =RM PANE- W" LENGTHS OVER W. AS PER SECTIONS 1, 4 4. 5. 6 AND AVERNATNES III, 3W & 4W ON - SHAIi RAVE A LECIBLE AND READILY VOISLE MARKING INSTRUCTING OWNER OR TENANT SHEDS 4. S. 6 & 7 RESPECTII TO BOLTS TO BE AM A-407 GALVANIZED STM OR AM 304 SERIES STAINLESS STEFA- WITH 36 k-1 MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICARZ DURING PERIODS OF HURRCME WARNING 7 ANCHORS TO WALL SHALL a AS FQULDW&- 11. THE INSTALLATION CONTRACTOR IS. to SElL/GAUU( ALL SHUTTER COMPONENT EDGES Wi� REMAIN IN CONTINUOUS CONTACT WITH IKE BUILDING TO PRCAW WINO/PASN JITTRUSION. 1/4-0 TAIPCON ANCHM AS MANUFACTURED By V.W� BUCLOM INC, (Mil, V-41192 PQ 12. STOW PANO, INSIALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS GRANTING PLUS ANY BUILDING AM ZONING RECULAfIONS 1/4' 6 . 7/a CALK-4K ANCHORS, AS 1,10W)ICTLIREG 13Y OEWALT INC PROODED BY THE JURISDICTION WHIM PERMIT fS APPLIED TO, 11/4'#". J/4" OUD-SET ANCHORS, AS OIDIKBUTEO BY ALI. PONT SO", SOLT MI SPSOALTY CO. mi.. 3000 p-.J) 13, (6) THIS PRODUCT EVALLIA11ON DOCUMENT PREPARED fff THIS D40NEER IS GENERIC AND DOM NOT PRMW INFORMATION I 4-10 PANIELMATE F04ALE 10 A, PANELM4TE PLUS ANCMORS� AS WAUFACTURED By CLOG CONST'RUVION PROOLCM, FOR A SM SPECIFIC PROJECT, g, WHERE THE SITE CONINDONIS OMATE FROM It* P41). 11C4 ZAMAC NA1LJN ANCHORS� AS MANUFACTURER BY DDIALT. INC. (0) CWTIRACTOR TO BE FOR THE SEL=110k PUROOSE AND 114STALLATIONI INCLUDING, WE SAFETY OF THIS PRODUCT AA) MINIMUM EMBEDMENT OF TAPCM ANCHORS INTO POURED CONCRETE SHALL 91 1 31r; 2' MR VLC0 PAREL"TE AND SkSED ON THIS P-CR PRWOED HE/SK DOM NOT MOATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTSAVORS RESPONSIBILP, 3/4. FOR ZAMAC NAILIN ANCHORS. (�) THIS PRODUCT LVALLIATION DOlCUMEHrr WILL BE CONSIDERED iWAUO IF MODIFIED, 42) CALK-04 & SOLID -SET ANCHORS'WAL BE EMNERM 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT WO MOC SHALL BE PCIRNII 110 #-20 SCREWS USED SMALL RE 1 1/2" WHO MINIMUM SHOULD STUI IDUST� (d) SITE SPECIFIC PROJECTS Skkf- BE PREPARED Of A rLOROA REGISTERED ENGINEER OR AwntErr WHICH Whit. BECOME THE AND ll� MINIMUM FOR kkLS WITH NO STUCCO. AND MAY BE HEMICO SCREWS Ott ALL THREADED SCRICAS */Q KIM, ENGINEER OF RECORD kCO�R-= E PROLIECT ANO WHO WILL BE RESPONSIBLE FOR THE. BUT WITH *NO NUTS, PROPER USE OF THE 01,0. OF RECORD, ACTING AS A OELEGATIED ENCINCER TO THE P1 D ENOWEEK, SHAL-1 SuBlav TO THM; LATTER THE SITE SPEOPIC DPAWIRW FOR ADOEW. "i IN CASE THAT PRECAST SIONT, PRECAST CONCRE17C PANELS, MVERS, SJUGGO OR WOOD WARDS BE POUND ]ON TME EXISTING WALL OR FLOOR, ANCHORS SMALL SE LONG ENOUGH To REACH THE "IN STRUCTURE BEHIND SVC" PANELS, THIS P1.0. SHALL "'I"E GIVE AND ORIONAL SEAL AND SIGNATURE OF THE PROFCSSIONAL ANCHORAGE SHAIL, BE As MENFIXINEU ft kf) AND IN A.2). ENGINES OF RECORD THAT PREPARED ft. lk WILITTER MANUFACTURER'S LABEL. SHALL ME LOCATED ON A READILY VOISLE I.OrATION AT STORM ;/4' : TAPCOM ANCHORS AS IMANUFACTURV) BY L T W, RLALDEX. INC PAWL SHUTTER IN ACCORDANCE WITH SECTION I-M9,11.2 OF FLORIDA BUILDING COOF- ONE LASa SHALL BE PLACED MR EYE ERY OPOM. L.Maam To tomPLY WITH SECTION 170?9.1 OF THE /4" % 7/3" CAJI-IN &WHORS, AS ]JANUFACIURIM BY CEWALt. INC. FLORIDA BUII.DING COM� 1/4`0 X S/4' SMID-SEr AmCMOR* AS DWR93LM BY ALL POINT SCREW. SOLI & SPECIALTY CO 114-10 PANEALMATZ FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY 0LOO CONSTRUCTION "11011 I/V 0 Zm" "LIN ANCHM, AS mAKuFAE;-wRw BY DEWoct. INC 9,1) MINIMUM EMBEDMENT OF TAPCON ANCHOI CIM FANONATIES AND ZAW WILIN ANCRO9. INTO THE SLOcK UNIT SHALL 13E 1 1/4-- FLORI gUILDINO CODE (Rall Njah Velocity Hu camil, I IL2) CAUK-114 Af SOLJD9D ANCHORS SHALL BE EMBEDDED 1/0' INTO THE CONCRETE BLOCK UWT- NO %,44 7 own Tumm m 24 GAGE "WAIRIZED STEEL STORM PANEL MCCO SHALL BE FERM(TIED. 1/4- 111 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM $AOULD EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO, STATE F GLOM PIROTECT" PRODUCm. I=, a 0 n. -2 8,3) IN CAM THAT PRECAST STONE, 00 PRECAST CONCRETE PANELS. MOCID OR WOOD BOARDS K FOUN 'ILL" QO~ 301. 20-1 EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE K14M SUCH ANCHORAGE SHALL BE AS MD"ED #4 fLI) AND IN ELI). P BibQW-74m, ?ft pwqw-ml, M*M 14 WXJ9ftqURVWC lilt 01 'Nont INSIALLAT-108 DMIL5 FOR REGULAR NEL�D INTO, EQUIREQ ONCRUE OR CONCRETE RLQCK STRUCTURES WRID CONCRETE REWIRED, BLOCK REQUIRED CONCRETE ANCHM (SEE SCHEWLE Off�� SHEDS 9 THROUSK 10) -4) ANcHists",-, (SOt SCHIED" Ort a IK"C" TO) EXISTING POURED CONCRETE OR 1 F CoNcRur BLOM RE QUIREO. � I KM f WAY** lf� 04 C014 CKDE ANCH 11 (SEE SCHEDULE Ok 14 E SHEDS 9 THROUGH 10 SEP To a It Sm 'ON To QAM. EXISTING (Swu zg�l M". (SEE SCHEDULE ON SHM sy ON a) I FANCL LENGTH (SEC SCHEDULE ON $"ED 3) I TO GLASS, PANEL LENGTH PAW LENGTH -I (SEE SCHMLILE SCHEDULE CONCRETE ANCHORS --- (SEE SCHMU ON (BE (SEE SCHEDULE 1 3) ON SHEET 3� ON SHEET 3) L ON SHELTIl 9 50% or MAX, EXISTING I I CLASS�l VAX- -0, /2' AiAt 11 1 1 Ali 12 1/21 CL11 I (xs 1 . L WANIM WAD g VIA SCREW all v=,- " MA W/ Kur CONCRETE BLOCK -A 12 fir LCL si-am 9 10) 10 ONLY *EN SOLID C"-IN ANCHORS LEG LOOKPION on USED �A%& WHEN .-CKISFING POURED CONCRETE -bR CONCRETE at= ALTERNATE ANCHORS g�g Coficttm ZMTIS REOUIRED. (SCIE SCHEDULE ON SHEETS 9 THROUGH 10) Slecom w/ STUff- (SEE WWULE ON SHEETS 9, THSOLIoN to) BU"== 0,,QQhMNG W" MOUNTING WALL MOUNTING DIRECT KOUNT . ...... ...... FLOR1 OUILDING CODE (Non,fth x4locif Hurricane Zona)i E.D. EDGE DISTANCE (SEE SCHOULE ON SHEETS 0 10) TOP & BOTTOM MCUNTINM CAN BE COMBINED IN ANY WAY TO SUIT ANY o 44167 '*B t S ATE 0 Iy "out imm, INC. 24 OW GAVAIRM STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, LLr- *- -11 Vf %en, w J`�. DRINK Im 'OKIL. 20-175 INSTALLATIOINIL PHomic nw (sur)w-sm c'-clown; -000 ior" IN51ALLAIION QMU- FOR REGULAR PANIELIMM WOOD v ENATE LED ____AT gT tom ADEQUAV Of EXZT94G WOOD SEW REGISTERED ENGINEER OR ARCHITECT PRIOR 'TO INSTALLATION. ALTERNAIE WOOD ANCH(I"_ ANCHORS SCHEDULE ON (SEE SCHEDULE ON wAx *ODD HEAD Eft REQUIRED HEAD MOLN5, wow 0"WHORS ww IN oz t 2- .1 CULE ON Min. EFARAMN TO GVSS�CSLT SCHEDULE 11 ;ms1m I - Men, TO GLASS 4 1� 1/*-O-eaw -m-i iy No, SCHERLU ON $"ED MW r"!=t"` PANEL 10,101% m.."'Lo v MAL (SEE Sb*m" PANEL VENCIM I as -3) I (sm SCMMLA: EK ON SHEET 3) T I --(D OF *L* t 607; OF V 7 0 12 1/2' 0, C, i wow 2NC WOOD PLAX- RCOUIRED wow mcism REQUAILD -aa i SCHEDULE ON WOOD AMPHORS (S EE SCHEDULE SHM 11) 2 v UJUNG AND FLOOK.MQUNTING BUILn-Our Mot MG ALVIN&M-M ScAlz 3/8-1-OwIl"Ifty No. 44187 NOTE FOR QQMaWao FLORIDA, BUILDING CODE (Map fth Vef*N Hur *one Zone) lC 1. INSTALLAIJON ARE ONLY VAUD FOR MAX. A-� D- .2m rim w- 24 CADE GALVANIZED STEEL $TIM Pam 'top & BOTTOM MOUNTINGtSCAkI BE OMGN PRESSURE RATWG (p.&fl AND PANEL LENGTHS EOF ORION Or, STAT ur f UTT COMBINED IN ANY WAY TO ANY AS PIER SCHEDULES ON SHEET 3 INWALLATION. 2, FOR NW WOOD FRAME CONSTRUCT)ON: WOOD '1�0 MEMBERS To BE SOUTHEW PINE No 2, W/ SIPMFIC, W6 GLOBAL PR07ECTION PRODUCTS, LLC. 00'.. 4 4m `hllls r. DENSITY OF 0.56 OR EOUAL. 20-175 irN-16 if INDIC. Rik ")W-SM Cn -0 -cu > =3 2 C)- 2 (D C c)_ Cu o -0 n- 00 -6-0 L) (D W (D Co -0 U) 0 16- -2 W cu = 0 - 0 ILL 0 > Cn E 0 0- Cn so CIO 0- (n w mi z z C14 4y� cc 1� :2 Lu C u- 0- Cm 1A 4�4 in C= CO CA Cu = . E cn (D > 0 CIO U) ICU rn Lu < z I IT SHEET NO. SH 13 END WPURES DETAILS FOR INUA"TJON, IN POURED CONCRETE, CONCRETE SLQCK OR W_Q0Q STRUCTURF.A: YAUD EQR R GUIAR. - LIFE $AFM & E—Z HANG SM M PANEL Tj 5YSTEMS OR '%= r�, wow Fwjx Apr 3105 & bowle ALLM COW, AULU .I. ANGLE 1 3/e 00110"m 0= OR r� WOOD POURED COK I f4*. . 1 3/e VAPOW REQUOU Coseftn BLOCK 21.e WOOD mv- .(4 INVAM IV CAP I , Ciff AWa' DA VARIES 2, 10 Ito tDcAnOw r aw odw.- V, 16b. W< L LIN. AME OR AL 4 AM*.=o !3 154 = Mm PLAIT: PouRm CNICRML cm4mm 3;05 SIM CA 21w WOOD FRkW 21/2, REOLVIED 10 __j ww. GAP w . wid, �f, . 4--tor 0 Ir Q�iL 05"1# 09 405�115 ALLU, W1Ac*w C.L m- Ahat QASE A (P CASE 0 (PLAN) CASE C (PLAN) CASE D (P SCALE SCALE 1/4--l' SCALE I/e-1' SCALE 1/4--1- SOUD-Wr OR IM EM PA§11MKTE lu" D Am 4 a OR tharm .Ax ROOM OR 1 e I'D,, (MH PANEL OR 2, i som of Me" SCNMYAE (MIN! pu RMUMD AS *"JWW IQ* 11) T & 0 2U* WOOD MMW OVERLAP REMO 61 1 OPENINO WID" ROOLmm 1 VARIES XT= 61 MU& wu (w" cur END PAK* x mo, DISTANCE CASE G (PLAN) .1 . SCALE 1/4--l- WOOK VALID FOR DOW MOUNT INSTALLATION ONLY CERTIFIED PM41 INSTALLATION AT WALLS W1 NO-44167 SURFACE LEVEL VARIATIONS wamw 1/4- FLORIDA BUILD4MG CODE (Non Wgh Velocity Hu no Zone) CASE E (PLAN) CASE F (PLAN) tp. SCALE 1/4'-1' SCALE I/e_I. 24 SAGE CkVARM STEEL STORM PANEL DON. Im I L E C 0 GLOBAL PROTECTIDN PRODUCTS, LLC. w, pm __,NK v Lmm!".ir MOND M4)60-7546. FAIL 20-175 � 0144).10-am to DAW" N. Nun 8 OF is (VAUD ONLY FOR PANELQINSTALtAj1DNS AS PER ALTERNATM�S JW THRU 4W, ON SHEETS 5 & 7) Mw ksX DESIGN PRESSURE RA`nNO (P.J.) "WIN ANCHORS SPACING FOR ED. - AS %IOWN ON SHEETS 6 & 7 APPLICABLE To AVEWNATM jj= OF T�IEN MAXIMUM PANEL LENCIII -L TAPODN LAG SCREW PANEU*1`E FEMALE IQ, PAN=14 WQQQ IT 13, Is" Ir W IT is' Is, is, 13' (WT04 61/2- 6 1/2" 6 1/2" 6 I/v 6 Ilr (TOP) a Ile 12 1/2* 6 1147- ----- Lt. Oft LESS ----- 13" +43, -45 OR LESS Is* 13' 13' Ir Ir (am -)- _113 IT 13, 13, 1/2, W (lop) 13" 13, Is' 13, r 1/2* 6 Ile 6 1/2* 5 I/v a Ilr frop� - ill 1/4' 1 2 1/2' a Y4 >5*-v 4 j1r e To 1 4 4 7' YN 12" 12' is. --i-Sff —TAffa#1 FOR "C A.SD, DESIGN LOWS MAX PANEL LIENGTHS VOIEN SPAM is USED, DDIRFIESPONDING ONLY TD ALTERNATE Zff ON SHEET 6 ANCHOR t/4-0 FANSMATE ANC�W 0 11 1, MAX A.S.01 OES1014 PRESSURE Raw MAMMUM ANCHORS SPAM FOR CID. AS SHOWN ON SHEETS 5 7 APP� TO ALTERNYAM A" OF THEM M."L, PANEL LEmm v (0-) TAPCON LAO SCREW PANEUMATE FEMALE To PA4ELMAXE PLUS WOW BUSHING IT Ir Ir 13' Is" sw Cmm Ir ir is, IT 1W omw a t1r 01/2. a 1/2- a 117' Fir Pop) 61/4- 12 i/r 6 1/4' 12W 7' (MP) OR LESS 3W (901m) is, Is* 13, IT 13, 4w M >+45, -45 To +M -73 13, 15* IT is' 13' 4w cwtm) IT Ir 13" 13' ir 1W mp) IT Ir —Ir 91/2- . 4 11:r 5 1/2" 1 6 1/2' 211 (w) 6 Ile 12 1/2' 1 6 Ile JZI OMM 7 t/2. 7 1/2' __1YW (TOP) 6 1/2- IT 5 11r ---SEE TAM f I FOR W A-1.1) DESIGN LOAM & NA;X� R%M:I- LENGTHS WHEN SPACER 10 IS L"M, COWdSPO1\9NG: ONLY TO ALTERNATE 2W ON SHEET 6 1MILAI A KSA OEM LOAD MAXIMIUM PANM LENQTH 40 PSF OR LESS W-0- > 40 PSF TO 50 PSF 6,-r > 50 PSF TO 60 PSF W-10' 6 MAX� PANEL LENGTHS ARE ONLY MO FOR INSTALLATIONS FDOALE ID OR PANEL MATE PLUS W/ PANEL MATE ANCHORS W/"S_P*A& �Q!4Z 1/2' O,C. _7 C pma (SEE ELEVATION ON S�W t2) SIX Perm is a to MR ANCHORS ZE SKa"c MR Wa VD00 ROW MAKNIN AND ARC 00 ON T.S Me 001 015TANCE D, ED UcZ THW ON ffy Tw By THE To K SFIALL HOT aE ,CCA70 FOR CA04 TfpE ON INCH" Tat Ile. vom __W� A40M wvgm 00 3 Imbodueopg 3 3 aeew. X� N 3 3 1/1 I'M MK MOM W ir mo parm POU CONCRETE OR CONCRETE 81 REMPED. 1/4-0 FANELWt ANCHOR (wirow WAILL MOWNQ SCALE 3/6-1- (MD ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS I THRU C ON SHEETS 4 5) MAIL A.S.D. DESION PF439JRE RATING kMIUM ANCHORS SPACIW FOR MIN ED POR SCHEDULE SELM A1 PLICABLE SOCno"S M,*MW PANEL 11! 00 MAX ASIM um" RATING (P�v,) MAXIMUM ANCHORS SPAM FOR MIN ED, PER SCHEDULE KLOW APPUCA" "A"o' PAREL tio"ID-S" I FEMAILE ID PLUS IA OF THEM F01ALE 0 Ima coam va w Am 10 owcwm 3k 3k 10 3k 414 ;96j�� . — 'o = 70 — 3k 10 10 OLD. 66 +45-45 OR Ir is, I IT is. IT 13 Ir IT 13" IT IT 11 00p) w_r OIL +go, -ft 13" 1 13, IT is^ IT IT 13, is" is* 13, IT —ir 11 1/2' 1 (w) s*-r OR ulls IT IT IT Is' is, IY Ir is* 43, __jr is' __Lr ir Is,- 13" is' I 1 (111011104) 13, IT 13" 13' IT 13, IT ir ir IT it I/v I (wrmm) IT Ir IY IT 13' is, IT- 1Y jar IT 12 V-) IT Ir IT Ir IT IT ir Is' jr- IT Is- 11 1/2' 2 CTOPI IT $r Ir Is- IT Is- IT Ir Ir IT Ir is* :2 (am"u) 13, 13" IT IT 1 Is- 1 Ir 1.31 IT 13, ir 13, IT IT IT Ir ;3 1. IT 13, 13" IT IT IT is, 11 12 I/r.12 11r. a Ile 5 I/e 12 1/2' 12 112- 1/4- 6 1 L(gonnow 12 1/2,12 i/V 6 1/4' 4 lie 12 1/2'12 I/V 6 1/4' 6 114V 3 (WTW r Ir Ir a, r ar 6: -Ir 8* 4 (w) B 1 (TOP) or, 4 ZBOTW IT IT IT Is, Is, -Ir _�V_ _Ti�_ FvwT_ 13" IT is* is* 13, IT r ir IT IT Is, iLYM__(wP) is' ir isr Ir IT IT 137 IF 12F 14, IT Ir 6 Ir Is,- IT IT ir IT __IT tr 11 -Ir —Crop) Is" Ir IT IS" IT tr is- --v3z- IT IT 13, [a tw) 13, 13, 13. Ir IT is, Ir tr IT Ir Is, F, I i- 5 1/4' 1/4' 0 Ile Bile 0 Ile 0 IT 5, IT 10 1/2' IT 7' 13' 1" 7 1A It 1/2 13, v_e TO IC-4' is' 13, Ir I is' a 11r IT a L/2- v 1/2- 8 Ile IT 5 t/r I POP) TO w-r 13' 1 13' is. g 1/2 IT LLA IQ 1/2 1 1/2 IT Ir I (wmw) 13, 7 fIr IT 13, ik to, IT To, ill Ir IT 6-w 1 (WITON) IT ar Tr ID 1,12" is" 7' IY 7- 7112 3 1/2 13, 4 1/2' 2 VOP) 13, 1. IT IT Ir T i/F ir T; i/.r 9 1/2' o 1/2' IT 5 1/2" 2 (TOP) Ir r 13, 13' IT T;I/11 Ir 11/2 10 1/2 1 1/2 - 5 11r I (BOTION) ill 7 Ilr 13, 1 r- L IT lo- IT IQ" if- Ir IT 6 1/2- 2 WTfw Ir r IT IT 13" 9 1/21 Ir 01/2 101/2 7 1/2 IT F—MV) IT 7 11r 13' 1 IT Ir IQ, IT _10' III- a, IT a I1r 3 (TOP) 12 1/2-12 Ilr 5 1!�4* ye i2 1/2, a I/* - - 5 1/4' 6 1/4' 3 (MYTTOM) - - 12 1/2-12 1/2' 0 I/e 6 Ile 12 1 12 Ilr - 51/4- 6 Ile 3 (BOVON) is Ilr 1/2' _r 4_(TOP) 71/2- r 9* v r C ,r e 4 1/2� 3 1/7' 6 1/2' 3;- Ir 5. 5 IIV - 7 1/2' - 4 (WITM e - w w - Ir - a 11r] - 7 Ile, - _ 4 MUMW is, 7. IT Ir IT 9 1/9' IT 9 11r 10 1/2' 7 1/2* IT W 5 (TOP) is' a Ilr is" 13" 111 1 o" I r Icr 11 e IT 1/2*� 5 (TOP) I is, 9 13, 9 1/2' ja 1/21 7 j1r 13, a i/V s oWnum) Ir 8 I/r IT 113, Ir 10, 1 r IQ* Is i2w II6_i12f_jY 7' 5 1 �1' IT !,!a: 6 (w) 11 IT a 1/9 Is- 151/2 1 16114 '16114 -10 Ile 61/4- 8 Ile 0 1/4' 6 Ile 0 174 - 16,1/ 4 '16 I/V SIM wo A$ MR AN040"11w m w0luxiONS wm WOOD fww mumm M"m Mo." sppa" Aw ammum WOE mmm Am woloAm ON " Soaom roo to, U015 TWA WIXOM ON 8000LE INDUCE AWKR VAOM Rt A&MYM Sid" ON SCHEDULE IN Pf POLU)NING FACTOM FOR rM OPERATION70 K POSINkf. = SAC" nii.iAM OVIDs" LaM Ah" *Vjl NOT W = INW ~0 $PAC04 INDOM AmwDR Im ON no SCHEOLM ANCHOR TIPE I/e. 110k 1/4-6 /VA , upcom mcu�w m0w_ _1 Lumo-NNUm &A�w momm VACK 0.) 1 3 2 Itr 2 V; fm 11ir 3 F.D.) I/r 4 ACRIN. gm I vr 2 'Ir r I DAM 3 Vr - 1. 1. IAG I IAG 1 SPACOM 5 USED� SEE- TAMILE 13 FOR MAX A.&M I DESIGN L0A0DWSY&YAWJX0. rMELS1pjWWHM SPACER " IS OSED, (SEE SECTIONS & ALTERNKM ON SHEETS is. 14, r WY. R,-IIA/13. R2A/13, R-3A/14, R-IIII/M R-28/13, R-39/14. +R-IAW/15� R-20/15. R-3AW/16, *RtBW`/15. R-2W/15. R-38W 4) 0 0 0 0 0 A&D. D1E!Im LOAD mamm Pma 40 PSF OR UESS > 4a Pst, To 5o PsF 6'-2* > so PSF TO so PSF 5,-Io* A MAX. PANEL LDWHS ARE ON VAUD FDA INSTALLATIONS O.C. W/ SOUD SET� SPACER AT 12 1/2 /16. I I it I I I I I (Di I 1 4'0-20X 1`54. SOLIS (USE FOR PANEL �EN" OYER 7'-5') 1 I I f i I i6W P .,,EL I i 1 1 : ! , UK SAFETY STORM PANEL N REGUILAR STORM PANEL , P'l I/4-o-2w- AT muffl, -- ---- --- --- L 7 TION 0 LIFE S0%r,+ PANEL SOTTO CORNERS 0 D.M.. WING. NUT AL-1 EXTERIOR L__j"G NUT AT 3. LEFT PANEL RISHT PANEL 11 WIN. R-IA/m R-2A/13, R-3A/14, R-18/113. R-20/13. R-30/14. 1 *R-lAW/15. R-2AW/M R3AW/l� R-w#/16. - - ----- -ANCHORS (SEE 98CIONS & ALTERNATM3 ON SHUTS is, 14, 15 Ij UEE SAFETY STORM PANEL CI) ELEVATION (t) ;-(DRErULAR 2AW- SCALE i/C.i' %1nRM PANEL Oft avuom .1 'ANDIE VALLEY) SIM PA VAX. G Ile In SAP M�j PANEL fjo EXIERIOR DK N1*,-., Opf �q $1 ...... SECrION A —A SCALE 1/4--1- m R_Jaw &OURIMMAR A a LIF1 NEW PA AWAA WALL MOUNTINGS SCALE 3/8-1- I INSTALLATION ME MY VALID FOR &S.D. DESIGN PRESSURE RAT44GS Wj AND PANEL LENGTHS AS PER ELEVATIDN ON It 2, FOR NEW WOOD FROM CONSTIRUCTION� WOW MEMBERS TO 9E swomm PINE No 2, w/ spmnc DENS" OF 045 OR EOUAL TAPCON R 0 9* O.0 MAX PANEL LOWTH Ir_r ov 41=-&-T) +60,14 (W/O "IIAP MID PANEI UINM DOM USE 21-4" w PAREL LENSTI1 t INSTALLATIONS ONLY V&Q FOR WIND SPEW UP 70 170 mp.h. `4 5 MAX. GAP vlmo� W_ 24 GAGE "ILVANIZED STEEL STORM PAWL "SAL MTECTION PRODUCTS, LLC, ILIV. 51 DOC n. 3w Roe (04)M-754 f/m 054)mm�m 20-175 Dow** N. to TAKT ;114- R 0 9 04 PLATE (VAILID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS I THRU S. ON SWXTS 4 5) MW ASA PRESSURE RATING (P..") "IMLIM ANCHORS SPACING FOR MIN LM PER SCHEDULE 'w v 00 I 7§RE mn (w) MWMUM ANCHORS SPACING, FOR $0 ED PER SCHEDULE IIEL" APPLICABLE M&XWAN YL) UPCON SOUD-SET JD Pun & FEW a, —To To -To- To 12' To 10 00mofm .01- To 3k oommETT TV To 61vL_ ODMONATION Or TO" "Sk -65 TO +75, -7s 13, IT IT Is. IT IT Ir 10* 1 CMV) 151-Ir OR Liu >+7675 TO +Im-f QU, Ir v IT tic 1/7 Ir 11 -1/2, _13i 7 WT� - 11P I r 4 t1r I lw) OR UESS IT it' Ir IT IV Ir IT I 12" IT ler % 9101TOM) is- 6 Ilr 13, IT Ir V 13" ir 140'_ 7 1/2' Ir er I (wilmo IT it, IT ir IT 13, IT _L3�_ IT _Ll:_ IT 12, Ir r IT 10 Vr 13' 0 1/2' IT 6 Ijr 71/2- 61 IT 11' Is" 13, IT IT IT IT Ir' IV' IT to* 2 OwIlOwn) is, 7- Is, I � 13, I VV IT TWI 'i _Ar io _11P _172* 13' 6 I/rI2 (9011044) 14- II_ 1� 1. 7i; IT r IT is, 12, Ir To. 3 DOF) , I I iar 9 IX IT I Fo T IT w 3 (LOP) - 4 f. . Lou, w; 12 3/2,12 1/2- 5 Ile 6 Ile t2 1/9' 4 Ile �_/4' 411/_4� 3 --- 1/2* 4 I/r 2 Ile 4 (Tao) - ir a, o' - 1. w r - I* 11r —Ir -IT I r I r 11" 1 r IT I ;_1; —,:r —13- _1_3;_-rL7F-r-1r- is. 10, i-Y-2 __LA_ 13, vr 13, Ir IT IT 13' 13, IT 1 13' 12* 13, W 5 71 is* Is, IT 91/2' tr a f/v 10 T/2- 1 1 f- 5 owriom) — 13" _11L 11,_ IT ir IT ir is, IT IT Ir Ir o. IS 13, 61 1/2. U 5 1/2" IT A IfI, a (w) - - a Ile 61/416 Ile 5 Ile 9 (SOTT�")j - - a I le pt 4 8 Ile 6 114. _jr 6 114 IF Ile f, i/4v.d mn.-) 7-,7 14, 13, 4 1/2' 1 CW) W-r TO is* S. IT IQ =177 IT � ffle a Ilr 7 ilr 5 IIV IT 4 1/2' :1 (W) To IS* 71/2- ir ! r IT IT LO I�T !0 �TI I' 'Ir 12E IT 7- — 1 (mmuo jr 6 I/r is' Ir AT r IT 1 9' 1 IQ' 7 W IS" tv I famTow t/2* 13, Is. — IT lo, — 13, 10, 11* Ir 13, a 1/1* 2 (w) IT 1. IT 10 Ilr 137 a AIr 13' 6 Ilr 17 1/2' s Ile IT 4 1/r 2 Don Ir 7 '/V ir tr I �'s iQ - 1'/21' IT !jj�y - 11 1/2' a- IT 7- 2 WTTM IT 7" Ir : ir -Ir 's 12 K 13" 9 ilr�o 1/2' 7 Ilr IT 1 _1�r �2 (90TTOM) 7_37- 7 11-V _13- ir ir 10 V21 tr IQ Ilrli 1/2- 0' 13' r 3 IMF) Ir 7- IT IT IT I I1r - IT 2 1/2-110 1/2- 7 1/2- IT 6, 3 M - - 12 Ilt 12 1/2' 8 Ile 6 I/eP2 1/2' 6 Ile 0 Ile a I/,- a Faw-Tom) 112 1/2'P2 1/1' 6 1/4' 6 1/4' 12 1/2 6 1/4' 5 Ile a Ile a (BOTM) 7 1/2" 3 t/2' W a' a 3 1/2' r r 4 Cw) 7 r 1 5 112* 7' 3 1/.- 41 4 Ile 31 j1r 2 V2! 4 (TOP) Ir - '. w 1. - 4 5 IT - a, - w - - - . IT 7 L12 tr. IT ir 101 727 Ir 6 -ir- r IT v is, r 10, 7 t/r 13, t. i 3* 7 11r 13' IT I r 101 11 1 r 7' 1 1 is- is- 11,2� 137 91/2. G, 5 Qoomg) 3 t IT 17-1/2- 1 Is- is- Is- e 1/2* 13' 5 1/2' POP) 6 114!10 1jej It !,L**] 9 SIM sw I I MR A001m VAaw no ommomm Ano WOOD fm" IRM"m WILUUM "MR SPACINGS AM MNMW VDX VIVA",AK #0DOM ON INS "MM fQR M MS n" JHWAW 00 So�ec" WEDL49 ANC1400 $PACN& OF "TftVW VA010 WOW ON too 110 OPORAWA To K Pogo" Rm wimutf 0 JIM SPAM 1, as VIAK WKWU SPACING 00100060 MR mot MOOR TvPE ON row SCHILOULL ANCHOR TYK WHARN ANCHOR VACM O�) 3 3 — 2 Iff 4` 1/9 3 3 1/r 3 vir 3 ;�max 3 3 1�r 4 'Ir 3,/2 3 i1r 4 AMILIAL OK INSIONCIE (CA) KACIM -two- 2 11r im 3 ler I A"o Iic 150 Zoo ONLY VAUD WHEN ADS & MAX w —_ v PANEL ;2=251 Fl. I&IEPR W. M] ANCHOR 0 PARAM CLAM. 31e 1 PANEL E 11 1 1/4-0 TAPCON O'C' L_�qLm� C014CRETE OIL REDURED WAL�MNGS 40 Pw OR LESS 61-8, > 40 PSF To 50 PSF W-2' > 50 PSF TO OD PSF 5'-lD' A VAX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W1 (8 SPACER AT 12 1/2" D.C. INUALLO-ON-12MILS FOR LIFE SAFETY EANELd) INTO POURED CONGREIE, OR CONCRETE BLOCK STRUOURES r-wD FOU .m. :EO ANCHOR to 9 OC. Ila 04= Is to to rm=,m AMOM M Tm k SPAM FOR 'm FIVA BUILDING& #Or" ANCIM SP040M AND M00" i""' Now "woo.) - -i-eiommm"m m DISTANCE ME #01CM10 ON " =1410AIL no rm Lm ik" VOCAMO SCHEIKU IMW AN"A $pAcm of Awl SPACING, SHOW ON SCI4EDUaft9'YYftft FOULIDNINa fAclorts FOR M w%%Tm'm a poss" REDUCED SPACING WA"" Ld" PACTOR $14" NDTOK L90 7W 18! 2 1 woww SpAc0a iZATIM) AW-4m IYK oft Z� R m IT" F-7-514 All Ap.T3_3jjA[7.rM POURED D1 MAX 6- PANEL LENM (SEE ELEVATION ON SHEET 121 IA PCON R 0 v OC. poum CONCRETE OR I REOU'REDL INgALUA119H DUALS PQR PANELX 1K9 W001D STRUCIURES 31� 7-7'Mr T iT 1/4-0 TAn -J&CHOR 0 9 O`CL k, ANCHOR 0 6 O.C� Y ;\;�� IQ X k GLASS MAX. "Ll WX L=il-- PANEL UEwr" PANEL LENG51H (SEE ELEVATION t I.S.FE N ON SHEET t2) SVVT2 TO GLAM A MASS. L/2 7 _@ f_ YY I t S 270�' WOQP PLATIE PLATE 4-v 't �11 � REQUIRED I REQUIRED /,o FANELVATE PLUS PLUS L� i 1/4-0 PANELAAATE OR 6 t2 T/2' 04, R 0 12 Ilr O�C� -0 REGUI WA" WOU SCALE 3 tf Na. 44167 FLORIDA BUILDING CODE (Non fth Velocity Hu one Zone) elm Tum m FJL tam 2 24 GAGE GALVANIZED STEEL STORM PANEL 1 S�TATE C 1. INSTALLATION ARE MY VALID FOR MAX. XS,D. % DMCN PRESSURE RATINGS (p.oj) AND PANEL �R /T1 ME C —0,.. CLOW PROTECTION PRODUCTS. LW. a-L. LENGTHS AS PER ELEVATION ON SHEET It SAL 5 2. FOR NEV VAM FRAME CONSTRUCTION: WOOD 8664kkk v '44 20-175 MEMM, S To BE SOUTHERN PINE No 2, W/ SPECIFIC OENSPY Of 04" OR EOUAL LIM t" 27 —00 > 0 (D CL CL 0 0 0 —0 (3) — U) (D -t-- = 0 M 0 -cu -0 C/5 _a — (D LU 0 0 -1-1 U- Lit.- 0 > U) U) a) E -It, CU CL cu) U) 0_ < z CD uj CD qp- J=L C=2 = r� = CO C-) cll� 014 on >C C= 414 C:1 C�`! xZ Cu - Cu CL Cu m CL Cj -6-8 U) Cu > 0 CL C- 0 U) CIO Cn LLJ < z I 1 11 IiIII I I I 1 11 i�, Al 1111 11 11 .1 1 —1 TI—F-1 SHEET NO. SH 1.4 -*EZIW/18 ANCHM ___M SECTION EZI & ALIEANAIXIVE EZIW ON SHUT 18) him JAL..! 4)ksa NOTE 2) -4�-/@ 2) 11 Is ris, "IF LAST PANEL(]) TO ZOP BE INSTALLED AT EACH OPENING SMALL ALWAYS BE J. 1/2-PROVIDED W IT HANDLE TO FACILITATE tWALIATION IF INTENDED =NFROM 11 BE INSIDE OF STRUCTURE, At 2 PER PANEL or V t (1), E-7 HAND STORM PANEL SYSTEM rND P C NO COW _t, TRACKS TOP & BOTTOM. NTERIOR (INTERIOR PMEQ (KTMOR PANEL) (ENO PAMNEQ 11" SEE NOTES 2, 3. 4 SEE NOTES 2 0. (2), END PANELS SRAU ALWVSS ! i V "ECONNECTED TO BOTTOM TRACK L;;, OTHERWISE A STOP BE PROAADED AT TOP OF SUCH PANEL LENGTH PANELS. ot I Is 1 4/- 40.0 p,oJ. f3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION 14 SMALL CONSIST Of 1/4-0-204/4' M.S, W1 1/8%3/32- WING S frJZQUrSCr INTO TAPPED BOTTOM TED TRACK, SE AT EITHER OF TWO zu NUT OR L��i ng (M SEC TONS AS APPLICA" EXTERIOR FLAT FLANGES OF END PAKEL a �A_LI_Llj So% 'L' OF (4)_ IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM I, I-T-'J1 -171-1' 111 T F J� TRACK A STOP BAR IS ONLY USED AT BOTTOM = AT LEAST TWO T PANELS SMALL BE CONNECTED To USNG SPECS I t� 1 1 1 1 1 1 1 INDICATED ON SUC+4 CONNECTION OF NOTE 4ACM OINCCUR AnP PANEL LOCATION. L,*i,L -11 _J1_ L1.L _J -it it- _J J 1�� _JJ LLJ 11- 1 --1- 1 1- L -1 J -1 _JJ_ L J_ -A PANELS TO BOTTOM L-1-1 L J J� _J SEE NOW 4 jr W.. I" wl� t INSTALLATIONS ONLY VAUD FOR WIND L l-Q).'AR 6 EE 3 SPEED IJP To 17Q M.". ANCHORS ALIEARKITME EZiW ON SHM IS)— ZIW/18 TYPICAL ELEVAIJON EQR SERIES 2009 E—Z HANQ STORM PANEL SYSTEM SCALE! 3/32�_l' 77"S \ 7 7 7 S.2 1. Z Z S.Z 77-7 5ECTIQN A —A SCALE 3/52"-1" 7`1�4N��, FLORIDA BUILDING CODE (JIlan High Velc06ty HU cane Zone) .2m WJ= M, F1 24 GAGE GALVANIZED STEEL STORM PANEL 0"N' In, 44167 GLOUL PROTECTION RODUIM, tic. S IL IC 0 an.. ARM, STATE low slk. M Slow VA,,% n, 3"1 cem)en-rj4� rm, 20-175 OR"" ch-ww I ouoIl ENGINEENIND EXPRE:060 PRODUCT EvALuATiot4 RE:PoRT September 15, 2020 Application Number I R2 EX Project Number. Ifti; Product Manufacturer Ali American Shutters -and Glass ManufactuterAddresir. 1540 Donna Road WOO Palm Beach. FL. 33409 ProductNameliDesollption: 24PG8IVsnIzG0ShMElSWmLPon*I9 Large Missile Impact Resmant Scope of Evaluatlon: This Product Evoluslion Reporl4a being Issued In accordance with the requiremordsaf the Florde, Depertment,cf8usiness and PrafesslanarRegulation (Florlda Building CorturrAssion) Rule Chapter 61 G211-3,005. F.kC,, for statewide acceptance per Method ifd). The product notod above has been tested andAN, evaluated as summarized hotel IT to show compliance With the Florida Building Code Smanth Edition (20M a nd Is. far the purpose Wended, at least equivalent to that roolulred by the Code, Re-"alustion of this product "I be roolred following pertment Florida Building Code modifications or reVISIO11% sastanuating Data. . PRODUalEVALMATIONDOCIUMEIM EX drawing CO-31543 lified '24go Galva nized Steel Storm Panels OiVHZ & NonHVHZ), thesis 1 -S� prepared W Engineering Express, signed 4, sealed by Frank Bernardo, PE. is an Integral partofiffifs Evaluation Report- - TEST EMRTS Undarm stalle structural performance has been tested in scoordartcowlth TAB 202 test standards pat tost report(s) *BT-ASG474301 by Slackwater Testing, Inc. Urge missile Impact resistance and cyclic loading performance has been lested In accordance, with TAS 2PI and TAB 203 taturstandards per lost reporl(s) #ST-ASG-1 7,001 by Slackvtolor Towng, Inc, - STRUCTURAL ENGINEERING CALCULATIONS Structural engineering Calculations have been prepared which evaluate the lnoduct based on comparative atutfor rational anak-sis to quallfy IM following design cnIsAw 1. Maximum Allowable Spans 2. Minimum Allow4ble Spans 3. Minimum Glass Separation 4, AnoMtSpacIng 160 SW 12'� AVENUE SUITE 106, DEERFIELD BEACH, FLORtDA 33442 (95�4) 354-0660 1 (866) 396-9999 TEAM OE N GINV"INGEXP RES$. COM E%QINEffAINrEXPRESS.CDK ENGINEERING All American Shutters and Glass - 24ga Uvarlized Sted Stom Panels No 33% increase in allowable stress has been used 14 the design of this product. Separation from glazing Is not required lormenollations.ouiside of wind zone 4 and saaeotial, fadoes� Impact Resistance. Large Impact Resistance has been demonstrated as evidenced In previously Noted W toporl(s). and Is accounted for In the engineering design of this product. Whd Load Resistance This product has been designed to resist Wind loads as Indicated In the span schedule(s) on the respective Product Evaluation Document ff,o, engineering drowing), 1175bliation This product shall be installed in sWd complaitce with Its respective Product Evaluation Document #.a. engineering drawIng), along With all Components noted therain, PMuol cov"nonts "I be of the material specifled In dust product's respective Product Evaluation Document V.a. engineering drawing), UMI"Ons & condwons of Use: Use ottft product shall be in aftict accordance with the respective Product Evaluation Document (Le - engineering drawltio) as noted herein, All supporting host structures sholl be designed to resist all Superimposed loads and shall be ora material Noted I active anchor schedule. 14mi structure conditions which are not accounted for 1. this anchor schedule shall berdeSigned for an a sit"pecific basis by a registered prolossional engineer, All Components which am pormaneft Installed! shaff be protected against comosion, conintminati6n, and other such damage atoll Ornes, This product has been designed for Units within and outside the Han Velocity Hurricane Zone (I-WZ). Respectrwly. I"- Bermardo. PE ENGINEERING E)CPRESSIe #pE00461A9 I Cori. Auth. 9885 16D SW 121" AVENUE SUITE 106, DEERFIELD BEACH, 1`01(tDA, 33442 (,954) 354-0660 1 (866) 396-9999 TEAM@ENGINfERZNGEXPFtL'SS.COM ENGINEfftINGEXPRESS.COM INSTALLATION 0EITAILS EQ8.5010-20091—Z HANQ STQHM EANEL INTO POUREQ CONCREJEg CONCREJE BLOCK AND W9012 51RUOURES CONCRETE BLOCK AN Is 11 REQUIRED. HEX TEK "Iftr HEX HEAD TEK _#I4XI* a:-, FDOE 1076' I WAS, FROM V, I 1A "I I -A ss, SAL WLTS W,6f zii I* Mht TO CLASS, CUOUM _=M Pop RNET RM "ID, MAX- MA4 PANEL JENOTH E - J _I PANEL LENGTH I ID V 504 OF Jli_ 7 � 7 14",ITAPOON ANCHOR I/e#TAPCON` ANCHOR 0 ur O.C� WOOD co-RETE R01AARM WALL MOWING SCALE S/8-l' FLOM BUILDING 0ODr (Won Valoca Hu acut zono)l MIN. PANEL LENGTH a.4 vono 1430M W_ Fy 24 GAGIE GALVANIZED STEEL STOMA PANEL SHALL BE 2'-6' ORION vf� 1� INSTALLATION ARE ONLY VAUD FOR MAX, XrLO. DESIGN PRESSURE RATING +/ 4CLO p,*J. AND ir-o* MAX STATE 0 GWUL PROnCTION PROIDUCTS, LLC. PANEL LENGTH. Z 11L I E C 0 in-7. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL, Offn 111 Or it ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED -STEEL 1;70RM PANELS.(HVHZ & NON-HVIiZ) --;ky vAgy) (LCCAT19N Surram NauW�M%_/ (GoGRLOLO I Q ii-41-20 STITCH SFASJENED0 1-0 M PANtul 40J, , N T 5 VOLTICAL MOUNT ELEVATION MAXIMUM ALLOWABLE i, DESIGN PRE SSUkES: S-NQTW IN [�ES(GN DESIGINNOT55' P TI D N U LATtD IRPRI, rE E, TRTHE V tTH slit A a DE &p. P ME U, T H N FOP. ANY AS LY 5 k GENERAL NOTES; ;V11 , Z, PER W 4 CWLE urs—.'� =rf'161 X41;STERE0 URTESTED -C 1 61sM NOTED , e leafbc Ohs SOP S., I To �T(EPER "91-TAU. I THAT Rom L vistT ErAwidijsisa F, -3-- t�oqrl,� 17(o *7111 �,Zl P k W OIL I T Vfuu b7 -I , !tc'' jg i$GA T�P 0�t2s. lyp. 5Q 2,pow �- Wv_�_ 'I W" MAN 0115.. 1034"', D!,',g� Oft _1_qjr, 6w_ $10 Oil I) kG LM TYI, a OQ ILI "F*.AOME -T%MK tyLEN.6) ?b OVERLAP 4" MAK 81JILD-OUT Wrj� 14CE # OVEFIAf' 3,02tr A' I 1Z MA)6 - PEN, ITT C/) —00 > 0 a) L- CL CL C: 0 0 co '.4t, 0 -0 a) =3 -0 0L_ ICU Q -co -0 - U) _a C 0 " CDL _C) C: = 0 (3) �1: co C 0 .0 -P-J CIO U_ k.N.— 0 M > Cn In E a) CIO 2 co -0 lo- CL Z Z W MJ gy C, i LU on- M C.J C.4 CC C2 E q .7,74"557T.,77.7., low, 'o� MUM ALLOWABLE SPAN SCHEDULE ANCHOR SPACING SCHEDULE- Xq PAfftLb) -24 GAUGE PAPXLS; FANELFASTENMT9 rDP MOUNT "Vip" W, 4, :X41 K75 �4 14 .a N 2 -3 3147 encre TArA F Cn W N Pe cc ABER", Toot romsousE mown ALLOWABLE PANEL SPAN & GLASS MAX 0, sPMLIPTQw s0w Up To v UT to 10, Most, rzo:=* N000lo( ul ;t (INIF) <1 It- _?E Zr W W, _7 QW, �125" 115.o" �1" 'Wil g� igll A, "R 24GAUGEPANELS 2,15 8 V H"dw a" 27 W b" i? zgy 4-1 c�: 1111 2,5' 16,v 84" s.5, 2L nz- 41 1�1 I", lsidll LIM-' bt%:� Izv, "-I[- 1.�e" 5.11" k 4B 11.51 0`1 �2 7, L4.7" 64- _1�2 F. 16 -It dAnct, III' 2r It' W Yl' 11 W 2r W V ltr,011 xAll B.U" E� 'a �4.. es MINIMUM SrOW PANIELSEPARATICKFROM GLASS aukb Ir 0L 12.v, Ica,, wx, a,, It's,, idw, #�v lo.p, &4� FAVIIIIII0101o' *7- v2 L2 v� a, 14,7 &V' W0 14,7" lt.t' SEPARATION SCHEDULE: (HV14Z, WINo IONE 4 ESSENTlAl FAMIRIES), W Sr It. ve.0-4tr,mo om''l-t's" Ar"w, 41i, i iir CLASEr, T3— lza, c.,:Ls.. "�Ii 2.1101 Dcdw u ITIwan 1EF vj All Ar ga 1 ONG* ENMA V K.,d. 4- � 4 - wowftnw 41 ". � � r, THAN 3W ABOVE GRADE 01 12.V1 40 L451, 1z S;1411 '516, lzv� I&ID" * " �f i AUDWAKE tPISTALIATIONSI-M INSIALLATIONSGR JSPAN4�1 THAN 30'ABOVE GRADe 1P 79� 72- _5 g. .V4B� __F 1- -3 V� -TF 5. 12 q.1 'a" 10, TO le.o� Ai'S" S.9 71 ALEAQ, U I :9T_W2W f _tAyl Z Iju W 20' 1pr,'*1-4/4-�Ngrtz, In! 12115" LID, ZT, P� AA'� �� W 41 12.5L. isv mv- -5- �.Q' I$,.- t�,v Ir0 91. > 40 1. 4d 12�s, 111&, 150, 3301, lz,�v U. INVI, Im" 141), 32��, '45 V' JA 4' la 51 t No '"ch QLASS IS "1* om�`ANSI`I Is 11)"m 114AN TW hww FOR 44S 1�,$' !if 41,* It's" ih fZ31, 111.8" JlZv� Ittio'll-sAidA, _T E�§ 44 1,"4 j. tsu-o I sme "o"oe I"Afmm KA ft� %aukk` "Gunril YAN`I` Asow w� go cL*5URM`Ul1 3*1 '.0. 05-� 014 121 I-Af 3"� '�fa, TW. i I W &118 4, in, 5,-AMAMA1!IAN Msn!."f� a %21T " 6.25, ac, Z =rl 5'ro=W 2at ��= I .. L _". - " — 6,�, 44a-g�"' All VIIINII16RAW 2,53. J2! z ik� f A.- I 190 1A I it � - NOW 9WEVIN R r." vi, Lu jc� f/-72 27c Irr 1 6134, 23% In J V *1- -0 ty, wm I w tw"hi 4d: 48 ANCHORNOTES: x__100 —1 4' U 1, ANCHORSCHBDOLE APP4E5 TD ALL MODUCM CERTIFIEbLHERFIN, BUT ONLY PROVIDES 44,p (D I t U1 14, w. MANM PAN Ql I �� M ALLOWABLE ANCHOR PACIIIr� MAXTMUMALLOWABILF.�. SAN FRW�URESINDtCATI50 w1w,1411 - `V IN "M $CHEOULES"ALLIA111111. SPAN SCHEDUI NOTES: 1, ENTER SPAN SC44MULES WITH NEGATIVE At rg, 14 ENTEFLANCHOR SCHEDULE �.51ii - n L. f�IMMW -B,64D CN PAW fATTENEB,SPAMAIG, 7HEEVSTM5ITtJL7U9E C11�21�1 DESIGN I= & PANEL FASTENER SPACING TO -YPe- BE �eR THA PI ALL &ANC HOR I :LECTOESIGN LiDAb GREA1 N4M EWALT6 NEGATIVE DESIGN 19 CLETWINEIMAKINUM ALLOWABLE STORM PANK a;, lmwyv�- W at - =,E LU SPAN. SC IS ACCEPTABLE FOR USE WrTH ADA44W 'Jk N fmwouNrING a= EE 0 NTING, i POSITIVE LOADS LESS THAN OR EQUAL TO PAMO.- 13 two' wr 7 t" 1114� CA N, us 0 A_ NEGATIVE DESIGN LOADS 1-116, Ao� 31251� ic's 4 A"I CTI rF"-TRAC1L. STUDDIED AAGAE, ETCJL USE 15,25" 52 1c.711 A �Jd§' 4 7�� IN ACCMANCEW]THMANUFACTVILERSr� RECIDM4EMONTION& 11 Ip 0, OC Ct 2, VANEL FASTENEW ARE STUDS USED IN "Cl�CPAN15,L-FARTENE A=6GTAaIEvAUU CON3UNCTLON, WITH ALL MOUNTING fXTRAISIONS 12-1" 1,40, Ix, 625",Jcj� 4�V� 4,all Ai-l` ti.? % FOR v- "44 PAMEL FASTENER SPACING TABLE VALUES FOR 5, "1 DIN TO 12LOC11 ALL W- AND -W-NiUMDERS (INCLUDING IN Ilk CUT U1111 Wmlu, n 12,w, Iff, HaLLOW VRESJ*LLCONfORP1 ana9w, Jill 4J. 16'a, 7 mamum, AL-V 5.21 CONDUMN WON%TEXPOLATION BETWEEN LOADS IS �LYL -4- piraSHIES WALLFI_SHES ACCEPTABLE, OTHERWISE USE NEXT MGK% WAD. 411= Z"110'r 1.2 1,41511 TAIG" -tjl &v X GR SHALL REVERIEW BY OTHERS TO ?z 1.911111 1"', �,v,: 5,7", ADEQUA" TPOSPEIK�OAM 0 I4CS7`5TRLJCrURE A I do 414" -ill 4_1' 44, CONL (I 5�EINS�aLLDEEMB5DDECTrOUN-iCgAtIO-=DmNa*lEortLy GLASS SEPARATION NOTES: tHE 171,18`" TO FLYWWJ,) Js,,—E,'TA5LZ WeIPMONS IXO0 I a 1, ENTER SPAN 504EDULI: WITH POSITIVE DESIGN LOAD TO DETERMINE ONLY MR SIDE CLOWRE MINIMUM ALLOWABLE SEPARATION PROM74ECIPIENINGIG of %�Z!CCED_ 10, 1#,HEREANCH0,A5FA6 N_110,%AAWW WEror, =KMO,)§�5,TtAER,�BHALL BE LOCATED LN Age §,vl i�s. oasj vie I �F`tc .� F 1 2� SCHEDULE is POSITIVE wTlvm 11- 1 EDISTAILCEISACcEPTABI.EFORWOOD I BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHEA J Ilia LOAM WrLAI- -L-POMT5 5GLID-SET Er BRASS BUSHING- FACULITTES IN ASTM WMD ZONES I THROUGH 3, THE W_%WAnA7ION 3tMENrqr A INTQTHjE!§AEr -3. MR INSTALLATIONS OUTSIDE OF TNVHVKZ AND OLITSIDEOF IESS fill J . SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE MIN 11 CR WAFE D fS1 ALK JSM)Q.NDL LU r"I 111;1A r,., Y,� 20-3154a M23M OPENING IS LE20ED. 20-31543 C. SYUC H FIN Es. 20 AWANACOVI__� OTA EPTABLE14SES, WTTH THE ANthak SCHEWLE' . LIATETON OiPTIONAL EPRESS PANEL DETAIL M Z oil 6� ONAL INTERIOR EASTERMIS DEML Q!�"IOR FASTENING < _J n SHEET NO. SH 1.51