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Home My WebLink About36706 Garden Wall WayL L., . 1- - ,._ J.. - > u i . u i �.i:ri�.sJa�n —_ '6"-.a: i m rn LO 0 chi O 0 J L0 c0 O N 5 m rn 0 C d 0 J 0 I N P/•i N O 0 i L0 rn 0 3 C 6 N N i� E 0 x c a J i a J d tZ N N 0 a N N n LO Is d 0 39 C AB or A.B. Anchor Bolt ABV or Abv. Above AC orA/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or 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 DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Ar Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or 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 KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Latin. 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 ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Plt Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO 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 THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O. P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW 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. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WOW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES REV. 06.23.22 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. IE NN/�R� 1941 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 0 N �+r C O J o w 0 y� fl'• e•+ o N W O � M m Q 19 N w UJ J fill c{ ,J G-l� .' . d •�• JCaM��g � - 11 P. i. .• �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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to E N 01 (A r'nr-r- LL tZ ut Z 1,0 a 4 � ♦Y WN�pjO1 N co 0 Z IL m w coIn MZ N � OU 0 W Z W 1-30 z z N - N z � � s w a—+ U � W O ,,, s � y W c) LU J `— E 8. I �Q N � IM J O 9 Z Z J ao w� �Z >� a75 �3 . ard w�z® 0Wo O U pU ` co r0 a i a MZ w z N <o mo ZZZ N g � WW 9 J �I0 >° a Ill za 1;3 .2 C)La = LOrn LOM � Q � � `° � N O J Cr r m U) m � N c LO t— J C') L Oi '— .Q 0 O � N O �+ cr) -0 to � O L0 r CD LO T E c O M i/1 Z W Z 7 E N m0 a. 0 � v m Q 0 -J JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. C S&I MILL. --A- - is :i L-.fLLli+i&1I � L -- - - -- - I - I--- - - Cn v Ce m rn L0 2 0 0 0 J 0 I N m L0 L0 L <n 0 O 0 J 0 I N M N 0 5 rn Lam.. C 3 a N N 9 0 0 CL J 0 tE M O r c s a M O S d 0 v' 6'L"W216 55'-101, 1'-7" T-7" 15'-0" 3" VERIFY METER 1 �" A LOCATION WITH T-0" Vol S3 BUILDER H.B. I ° ° 5-SH 6 DP: - - - - R&S ---- is VERIFY LOCATION r-_____------ 4INE W.H. N ELECTRICAL PANEL TYP @ 0 G I I I 1 I I K S4 GARAGE OWNER'S SUITE O * BATCS1 W.I.C. BUILDER TO PROVIDE 2'_6 APPLIANCE PROTECTION I I I OPENING TB 8'-0" CLG. ,_ � $ 0' CLG. -- 8'-0" CLG. T< WHEN REQUIRED PER FBC I I I I I 1 CARPET * TILE - rn CARPET 2 CAR GARAGE I 11 fn 17'-8" I '-10"- 3,_0,'- 7 T-8" 8'-0"CLG. 20 I I I �a I O�� W I g_31" 8+'-3'-10" IOL7 leI 2668 I 00 I 2868 HANSON I ° -_ BOX @ 36" EDGE OF SLAB 2"A.F.F. BEYOND WALL S N 36" DRYER VENT S3 I=to wWER L16 THRU ROO 2 S3 (3) 2x4 #2 SPF w/ `~ DTT2Z @ BASE ho-- TP o I I 1 TYP @ 1 STORY __ __ __ _ PT. W OPT. D o 5'-11$" 4'_0" 1 I �I I I I I A S3 I/x I I NOTE: FINISHED I I i 1 /�' rat LAU11 L Q WALLS TO BE I I I ?� AHU • I FLUSH. VERIFY IN I I r I= I ip ' 8-0 CLG. I FIELD. I I co C7 rL TILE ---- ----- L28158 K C D 1 `n I - S3 (3) 2x4 #2 SPF w/ 3 G.T. _ DTT2Z @ BASE r I FAMILY RM R.A.G. - - - _ _ `" ' - - O 2:12 VAULTED CLG.` I 9'-4" CLG. I I v I CARPET FOYER 3068 I I = cc I I _ 9-4 CLG. A 1 'ENTRY = ti4° 23'-8" in 3'-10" 7'-8" 10'-10$" TILE 5.6 '-3" I I 8'-0" CLG. I I HDR AT T-4" - - - - - - - - _ I JL I 2668 r r- --- - R&S ---- R&S_--_-- F 2668 i�° 4'-0" 11'-7g I 6'-10" Z4 4'-7" 8'-8" N 5'-4" c" 14'-6" 64" M iN I T-6" - I 5068 B.F. 068 B.F. ;n OPT. I T PATIO CAFE ----------------- REF.- BEDROOM o 2 `" a W ° � N 6: Z ? �,� _ T J ' rn =!n o =________---_� r = ,� r - - -� _- • • I • • 8'-0"CLG. BEDROOM 3 BEDR OM 4 C60 VAULT. CLG. J I D.W. I °� °� I CARPET 8'-0" CLG. BATH 8'-0"ICLG. w CARPET O i t T Q c�i > J U 3 :. a _ L J SINKw/DISP I b� CARPET ,� ;G. r I 8 TILEL CA PET r o / L 21-2 2 -2 2 . I �_ 10 -4 t,. 10 "'42 2" 0 2-4"! 5 11'-0" VAULT. CLG._ li I ca TILE ivfF �tY a r Cd j TB -- 0 TYP @ 1 in i RANGE -- N�wACL STORY L6= CDH:0 A�?i 0: TEEP I V11111111 17771111*1 L1 I I I I I R I I i I 1 1111111111111101 11111111 '111, 11111111111111111 1 11 "111111 1=: H B EGRESS EGRESS O A S3 O 29'-8" 15'-10" 19'-6" op 41 ok 65-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4' LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S.H. 13 20 X 381 18 } X 37 1 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 } X 71 } S.H. 1H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 IJ 26 x 37 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 251 /2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 X 62 J S.H. 36 54 X 72 52 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-B1 SCALE: %4'=1'-0" 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. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH 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 WALL LEGEND 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 11131" 1 ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 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 1 R-19 KRAFT FACED CONDITIONED CEILING I `""""'-"' (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 N d co> ur 90 C f6 C,..f N •- mac .7 y N L .no d O R7 N Y 3= d E � c °C 3 ea c o CA CL � E =? o d - �.��,�11161if6Bldf�l� J IVV SE ye To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q 6 o N r .�+ 00 C N OD OD fM n N n0 I» y- M v J W LL LL LL W a 13Z �9 a J @ C � d Y W 'o�� W Z IL °i a)w L0 N Z d {- z N O U N 9 W pp o 0�� z z � Q J d l7 W � o u- 4-1 w 0 a V O w s tit c a U c wJ L 2 U• c N 1 Q w -o s�o o cto J� z M0 O � aE =o g ,o o U wLLz® • tc6 C CO zo o U ¢ w o 70 U K d cz i o 0 W Z in O <z U mo 0, Z z m _IWE y � �� Q W fw 8 o° ° W y > O > C N W - m 0� y w E =3 o w� mi v 0 o 03 O N= , Q O co Cc 04 O C O � r Y U) m cc Ln T O � N L I co CD �t N O � < O r ci E w = O M o Z Z E N H a E ci 0 w C JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW KITCHEN 4 00 O F- NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD 0- 0 z 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE o _ SHWR. o �_ CIO VALVES W o CABINET TOILET C° SOAP I - PAPER C° c DISH Uco LO } I HOLDER t 0 0 LL LJ. d' t t co O CN p co O M CV coM N TUB t U1 FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY IL 0 Cl) lt� 0 CV 0 0 OPT. REF. 0 KITCHEN O r; BATH 2 q 0 60 4 MIRROR 4 OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED 0 COUNTER TOP---, CABINETS - 'IngoH BASE ,-alp T F— ce) FIN. FLR. r SHELVING co C0. O LO 0 2x it 00 FRAMING 1 /2" GYP BOARD - CABINETS - 1 '-2„ �1N O O ro M N CV N FIN. FLR. SCALE: 1 /2"=V-0" III ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" !r) N O N Cal d .—. a W e o CO 3,4 -� In cm Q ram.. N 3 � E ¢ 3a so m cLa d r ;, CC �cc T H Qa c � W o d to O ' e''o J •`,vim oi'N Q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E c� V $ _ ao to Q Nf� N C) # LL C U. LL W � LL LL a d z — 'O Y 2� W 0 W t tL IL _ m W Woo 0 in N Q N O U 9 _ W ❑o (D z z� Q t/1 N tl z U o 4 U Q a o_g W� Uft N = ?? � w f o L U I S Q Y • Q O J K w z J z t}- 8 ¢ Z O ujl > N �a Q Ei o U w z 100 wWmxC �� zZVC C a� O 0� z J wo T az 2zZa $ gzo W m 1, OE x 3 o Jw Y w� 0 ;o M v zl< a r 0 3 0O CO � L m �-.. O co O O Yco /^ — / m c LO QI ca 0 N � d' CO LO of T O r T C(D L Z c E N y c c0 11 E U J ui Q p —1 JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 2 a- -- - .3 1.._1- O 3 v i m d rn LO L0 �p CO G N 0 C) I N m L0 N 0 0 J O 1 N M/7 N O Uri aD L Cn Q 3 Q M O N / f0 a E 0 x c / 0 x J N Lz: N N n N a M O M d 0 W s tia 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL M F30 T.O.M. - - HDR HGT. - - TEXTURED CDCEMENTICIOUS cI FINISH ON C.M.U: -1 (TYP.) 8"x8" SMOOTH TEXTURES CORBELS 12 12 = �5 r5_~ - -_ I 35 SH F.FL.--------�:r --- - - - - - - - - - - - - - - - - - 3068 14'-0" RIDGE VENT 1IN INININ101 �\ —+3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION — 131 SCALE: 1 /4"=1'-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 �5 T-0" RIDGE VENT _ 12 12 (1) 2x4 #2 SYP w/ 1/4"x3" TITEN2 @ I 8' O.C. 1/2" OSB SHEATHING w/ 8d NAILS @ 6" O.C. CEMENTITIOUS FINISH a O U N I LINE OF CMU COLUMN FIN. FLR. ---------------- m �oC/) m jog zWv zWU) Qz ao 0 0-0 4)E�,NTRY SALE: 1/2" ---------- ---------------------------------------------------------------------------- --- ------------------------------------ V-0" 1.-0„ 3'-0" 25SH-------- 25SH LEFT ELEVATION — B1 SCALE: 1/4"=1'-0" 4" SILL 32 2 R'al N (V �LN 7 1 22„ PROFILE ELEVATION ODECORATIVE SILL — SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. - HDR HGT. �— TEXTURED - o CEMENTICIOUS 00 00 FINISH ON C.M.U. (TYP. ) --_ F.FL. REV. 09.24.21 M N N y- c o d� > W u m � x N C li d N 'O p 4 d N 3== oY d E` m - ac = .5 u y ai>c p •Gp H c E CO o 0-�+ 0 w 4. • rw E) \ ••'•• f'' L © ••rn ter✓ a� ••......••'� OFESSIO�A� s��/ir�E/tltlili�►111\0�,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) E N c0 co 0 l�N0�2 d J J u U.LL W o- Z13 i @ crn n v o O �2 o ��pjO' ir W Z LLOC14 w � � Z 1- J OU 0 Z W 00 Q _ � - N C7 Z v w � w 0 a U G0 c 8 w e t Om, o_ w M U- ¢ z LL Zo >N Q E Q � U o i 2 ❑a H ro O C $g XU a �o p Q z LLE r ndZF Wz ¢ in M v C <o 0. mo z� z m� A Noaw Q . z U W a a G w O M � y Q Q uj r R• Y = a r O d- o z a o3 c •-0 0 LOrn L-0 m Q cm Fes— O co o CN T � CN m m LO QI 2 N CD OCD G r (�D LC) T o L 0 m 6 Z m z CV h d m a � JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 3.1 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - URER S T.O.M. - HDR HGT. TEXTURED CEMENTICIOUS o FINISH ON C.M.U. ap co (TYP.) C a im 35 SH EXTENDED OVERHANG TO BE CENTERED ON DOOR (2) 35 SH 5068 SGD SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 T-0" RIDGE VENT- _ 12 5 12 - ---------------------------------------------------------------T-O-- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) F.FL.------------------K------------------------------------------------------- +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 rr=1 r—nrr T-0" REV. 09.24.21 e•� N co N c W .J a o ft n t/ C^J C is V N i C LL d R O i N -0 fV c N O d 6 CV 9C 3= d 0- c u W Q >✓ � c o vi a a c E iv 0 a � 0 ��ti `\`\rrrrtttt4111lIIN//� P" -e 61 - kL . E S S I O IA N\\ 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 - Residermal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W E O r�i 8 N 0 O-,0 , N_ cto M 0 # LL LL'L JLLLL Q. Z — C1 d Y 2 0 W r°n�pjO� m w Z N MZ Q IL J = OU W 13 El J — — N Z W�W V O LL N W Q a U 0 W $ N 'V'^) W � 2 t cL•i`i'+� ,G _IV _GO Q 04 O J a w Q0 M a3 z � U- zo >p Q Q w� o0 Do tf° ra2000 CL g F O z @ 1- �z S �z r- °.F z m J ° <w � z 8 ¢ o U W o ?� m ¢ LL ¢ LL w� a 0 a a ow -k yZ � Y ¢ _0 O IIIIIIIIII' O M Oz z ¢ > S a F O U C O 2 (0 ' ^ '^ Y / m ^ Q cm � � O O T Y U) o W m Y J Q � O N � I N d' CD n Lo di r < O r r ai E M o Z z E E m N y m c c A a E a; v U � Q 0 c JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 3.2 I" 1�T1 - '��A1�IA�IIpI�IlA��11'�111111l � I �� nu 'r 'IRS II R�I"r, }nII A�I � I _ 1 A1�4�R11� �'''' 1 t}i ��T� r-1 , VARIES 1'-10" 12" CAP CAP 2" 'NOTE: iv 1" RADIUS N FOAM TO BE USED = _ 2rr REQU RED BY ^ °IN 31/2ONLY WHEN" RADIUS 1/2" RADIUS M COMMUNITY _ 1 r-5 •r 1 oo = SPECS. IF NOT, iv 3/4" RADIUS 4 4 MIO o>-Z c° 1" 2" OPENING VARIES 2" .- - DETAIL TO BE121 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" ; c N iv EDGE OF 1" 4" VARIES Av =IN 1'-0" co x H C d i� c� 1x OPENING VARIES ir�rr ,,, o s 0 21 VARIES a d `" Y N 2" 1'.~4" M 7 it VARIES 1 1rr a o c N -IN cc 3 1 1/2" RADIUS r `O d d 41rr 2rr y `O a, = a> c c 34,E � 2 2 1/2" RADIUS � - c.r r_ N o 00 � (D VARIES 1' l Li 11" 32rr N `° �I� �N 3rr Zr 2rr 1" 1" 1" BASE BASE 1" 1 a" a" 11-$" • CV 1'-Orr 4�� cam" N ' 12,r O 'NOTE: VARIES 8 2 FOAM TO BE USED �_° 3„ ONLY WHEN _ REQUIRED BY c° 1'-6" COMMUNITY = 1 SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE • BUILT W/ STUCCO. " EDGE OF OPENING ' _ T 1-1/2" THICK 1-1/2" THICK g g To the best of the Engineer's knowledge, Information and belief, Q the structural plans and specifications contained within these CV drawings comply with the 2020 Florida Building Code - m 4" 10" Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing 10„ 6„ Engineers signature and seal. tc 1 rr _ N M 24 'v 'W v OE Q = O N o 0 Ch b OD N F, a'o (/) _ 7 ci O 7 - i! Q � c° y) - V 2 sa LL Q C J Szs LL W �l�u- w d o rcv �e Z — •° � a taoo 4rr 6" = w w W °�� io Z' 2"4"3rr 2rr 2rr N ¢ Q ^`' Z `D ' ° r N N Z J IL M , > > IL a Z OU N W 1-1/2" THICK 32° z P 2' r Z s 2r-4x ¢ _ zId 1'-10" 7" 4" a 52,r 1 r 5" 52r, N r� r� ft� N ,�I'•-�' lI -I M x 1 r�,r 3rr N N z s 00 yII y�I LL O N I I O ? M — J VARIES VARIES �0 c g o re) UJ ~ m N > U 0 • ,�; , VARIES VARIES O 1 • Q N c' S l[� t r P- LO 4rr $x 1" p�1 'W 32 r � M Z Z Z V4�121 6" 4"KEYSTONE F11 0 KEYSTONE F11 00E2g O ¢ NNOPTIONAL OPTIONAL o Uo oo tz o Eo co q4 r co R4dLx Y4- C- o 4" GARAGE DR. OPENING 4" 3rr a 4" WINDOW OPENING in c .0 z Naaw 3 < °° z • INSTALL OVER STONE, TYP. o 0 NOTE: cn LL z o N • FIN. TO HAVE TRADITIONAL o 0w ' VARIES • : LOOK & SMOOTH FINISH 0 : • FOAM/PS MATERIAL IS 3 y = k ACCEPTED M F, wY ao 0. 0 NOTE: _ • FIN. TO HAVE TRADITIONAL LOOK & 2'-1" 1-4 y O 14" 1'-6i" 11" i2" SMOOTH FINISH 5" 1'-1 5j" > 2rr • FOAM/ EPS MATERIAL IS ACCEPTEDLO i3r_8x 7" N �� a 4rr 3r_Ox 4rr/�� t� '2 i rr 10" 1'-4" 10r, r o iv 0 D _ 1 `� co N y N N Y (n 0 N N � T O In = z CV m m 1/) irr o Q � M 0) N b _ RJ—" 0 d' .Q ca LO O CV r � � O r ry N o0 0 m 3 Q M Z MMr E N 2 oul rc Aa d U J Q 0 J 1" R701, r 12r JOB NO: 23-06145 1" SCALE : AS NOTED � N _ GENERAL NOTES: SHEET NO. 0 1r_1r, ix o • 1.5 LBS DENSITY STYROFOAM 5 • POLYCOAT (HARD COAT) F 1 • ACRYLIC AND FINISH CS 0 - - L9La u Y u l l 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. 150AI200A INDOOR PANELCENTER #14 to lights & outlets NEMA 1 0 #12 to appliances and GFI 150 AMP/ 200 AMP 01 #10 to WH 10 #8 to Range 11 #6 to HVAC so=vo 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND isconnect SERVICE BY POWER CO. 4 Bare Cu Ground •Y/�{�� INTERSYSTEM "All BONDING O #4 GROUNDING WIRE TERMINATION PER 7f WITH CODE APPROVED NEC 17, 250.94 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FP PUSH BUTTON SWITCH (OPTIONAL) HD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) V (I Zit AV _vTp PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ® TELEVISION (OPTIONAL) AC PAD / ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. _ i O db 3 T THERMOSTAT �� GI ELECTRIC METER DEDICATED RECEPTACLE ELECTRIC PANEL H•B• FOR MICROWAVE RANGE HOOD PER SPECS _M,=L DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM 15'-0" VERIF METER LOCATION WITH BUILD R H.B. r-1 ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" eri N •— o J d � � W o N .r G LL d a. - IA lV t Vf y o /0 lV Y 3=" e o.er c 'a E t c 3 cc !o y y 02 02 � c a G o a � w M N N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. vc C J Y O 8, to C? In � LL LL NMC.V� LL IA �-li M LL a ci Z Z N c: a 0 L l9 's Wrnn2°'6. _ � N tD m j Q � K LL Z Z � NZ ��_ M N U Cn F o ❑❑❑ Z W t3 Z Cl) z z � Q a - N (7 Z 9 �N � a U 0 w 8 V) c w W SO r 8 1 z U 0 c W I Q C g • Q o 90Z-'Z� CC> h c o �o >s Q Eo V wz ® ❑a H r6 O>= 20 ¢4 Uo Ord Z r6 1— a0 r WZ n J ? C < U mO r Z ZC COm J o ¢ ¢w 2 Z 8 a0 W oa ' z yW CS yE z �3 x o wF ao zla a 3 12 LO t^ Y' N m ^ QCID c� CO CN 0 C 0 T m U) � N Co C LO t— Q L N 0) ca 04 CD N_ T— TT vi LO co E c O M Z f0 : N N C C a v -1 Q o JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 4 m 3 -o i m rn 0 0 LD f0- O 0 O J O I N x L0 J �0 cc 0 I N M cV O O a L0 WE 7 CT C O 3 H Q N O E N E x c J d E O J N 'Ki ROOF PLAN - ELEV-B1 SCALE: Y4'=1'-0" eh N N c 0 Cu o > W J O ar, o N — O O i N O Q O N Y 3 °' d Eo � w Q � 3 i o .o u m d n o w a.= � E ev o a � 0 1'111"HI 04 • ,r \ ✓!'�•�! Gyp FF�S1�r QW 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. 9) W Q IS, E O N U 1-4 0 COO CD W tnr--0� # M # LL C u LL W � L- a V 13 �Q Z -. a m c � o W $ M 04 O W 0 °O' jw Z m J ,L N Z a ZO N U W ❑❑ Z N M z � `fiSQQLy�i z O Q Q V 2 � N - ch LL 4 Cn LU � tJ 0 pN W 8 N c y Ln rU see � J w z cn J w3 z < L L C C ¢ z o Z m a p E L! o� z z® o a O H r0 < s� ¢ r w ¢ 00 o O CEO r0 ¢i wZ C/) � ¢ o zQ OU 0 '0 o, Z Z J aw 8 a ° g z 5z W m LLa ao xk o J w w� �I0 �o `t °zI¢ a 3 2 C L / �\LOW Q c� O O J 6 Yca T W m ' ^ Y i QI }r -2 M 0 N � .� c0 Lf) r C T T (0 L E c co N ti c c a E U D ai Q a C � JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 5 "q NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB 55'-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 1'-6" 5,-�.. 6,4$, 6-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-28" 7'-i$" 1,4„ REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY 15'-0" wZ U.N.O. VERIFYR METE� a� A LOCATION WITH T-0" S3 BUILD R H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -----------1—-------T:• — —(----� VERIFY LOCATION �— 7 ELECTRICAL PANEL 2 #5 REBAR VERTICALS w/ in BUILDER TO PROVIDE FILLED CELL I 0.41 I I :: I 2'-6" APPLIANCE PROTECT ON I WHEN REQUIRED PE I . FBC 35'-4" 20'-6" iv � I K o I: S3 J S3 fV 2 -7" 4'-9" 4'-10" I EDGE OF SLAB 2" I r ■ • I I CJ :: I GJ BEYOND WALL CJ q zo J I: o ' 0)I N ' t� :I • II •.�a • :: �---; :------ I � F �+_=-aF==�-�• I (2)#5REBAR :• .. .::::::::: I J I —1 II VERTICALS w/ in I — `r : I I OPT. Wl I I OPT. D ! -3 1 /2" -' r� FILLED CELL _ 2'-6"x2'-6"Xl'-0" FTG C' W/ (3) #5 E.W. S3 r 1 _ _ I o I (- =J I 1 _ _ _ _ 3,-5„ SLOPE T-1" (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I `'� I AHU VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY I iv I CC FILLED CELL U.N.O. A ici i I 83 S3 I in CJ'� _ - - _ _ c, - - - ---I-- I - i .. - - - I o -0 25'-10 28" �i � 9'-51 $" — — — — — — — — ■ 2'-6"x2'-6"X1'-0" FTG 6-3" W/ (3) #5 E.W. - 4 " I I L :- PSI 3-1/2" MIN 3000 PSI CONC.� �� I SLAB FOR HERNANDO / Cl) PROVIDE %2" x 9 %2" L;��,� SLOPE I S3 =zo 19 INDICATES FILLED CELL w/ 3000 (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY i i RECESS FOR FRT.OOR 4 VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 P%66NC TOP PAVER 0 BE 4'-8" I T 8" 4'-6" FILLED CELL I TYP ALL PLACES SHOWN SLAB OVER 6 f\ 11 ,VISQUEEN 0 4" BELOW FIN. IN. FLR:: _.. ........ ' ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BAP):Z F2 I ' ' .... ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 ISTEEL" �� :�'� :■ ' -----.------� .. » .......� ........... 4'-0" 16'-10" 12'-10" o STEPS AS -v v REQUIRED PER FIELD I �� KITCHEN ISLAND I i LOW WALLS III I. - III OPT, r : ............:::::::: - • : '.'.: : 10-1oa CONDITIONS I.I.. IJiCj: CJI ■ r------ CJlll REF. PROVIDE 1 Yz" RECESS i / —�� _ _- —r— - rt - - - � - - s - - �'-= - - - CHASE TO ISL ND - - - :: - - - �--�- - - 1 j - I� - - - TYP @ 1 r I r FOR SGD. REFER TO � it 7p i I STORY U.N.O. L I Ilr I b S3 MASON'S SLOPE FOR I I I I �� II r� I D.W. III Y I I .. v ; ; } ,• 11 _ A iv in i" bo I M WIDTH LL I Hwy JI�I�=JLJ�-- � -SINK I :: I •• r .. III � S3 .- 'n 'n S3 i I/ / DISP M I 3 1/2" I I 16' -0" 2,-ga„ 6'-10" / I}t 0,�„ •■ I AC PAD 0 i HVAC CHASE �i i� BASED ON LOCATION r•--_�� ; :: I �______� I "' t I 12 v — ---•�7��-- .--------- •-------- • _il --r � j t. AL I H.B+ -4„ L 1'48" L T-23' TYP @ 1 STORY U.N.O. A S3 5'-10" L T-10" 2'-10U" 1 5'-11 FOUNDATION PLAN — ELEV—B1 SCALE: Y4'=1'-0" CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" M 0 N o a- Uo :I- W h O C 10 f� N m N N t -O N G r N Y d fl' c = a a 3 � � C fol O N S c E �o a d ago tv N t r t) �-- r � Ilk— 410 PIZaS1O� ►"W10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Olt 8. O N a =� LL W LL 13'*Z J lL ca :tz"= cc N ILW��pjOf = Co w � NZQI�— Iw N r OU ZV W 1710 V M � Z N o Z � N z � � N — N z C1 Q) L C/Y Q Ua 0 w S N r-- �N = A co w W _ � 8 z Q �0 N so o c J� w rcl�i o 3 Z Z J LL o ¢ zo >o Q � C 0 ao UO �U mq zCOU M .✓ I..-. Q Z po <o W Z a. W c m� 0 z -C1Z m a ° '<W �z 3 5z WO }O• °9 LLa m F 'x'F m w FI5 J w� ; o v M a o o y O rA' LO , ^ u, O1 N Q O co Cc J O Y (� Co N M m LO T 0 72 N C3 N n T (D LO ai E O M tll Z Z E N a E L) -i ¢ o JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 6 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49,57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/s' EXP. 1 (2%) or 1%2' EXP. 1 e�ljs) TILE: 11/2" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 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 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. C" v S d' m rn L0 I0 L O .n O J O I N 2 m L0 C C) 0 O J L0 0 I N M N O u7 0 LO L N Q c O 3 N N 5 a E y N E i `v c J d �70 U J a2 L�. N N n c 6 d N N ro 2 0 d W „ a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d 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)10dxl-1/2" HTT5 5795 5l8" ANCH. /(26)10d x1-1/2 K HD313 * 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" MTW 12 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 I MGT 1 3965 1 3330 j 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 4175 1 122 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12 - 10d SPT24 1 1090 1 1 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-13" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4=V-0" en eat N c ? o_ o _ co W Cj CS taw N � � LA- a N m O w tD N L to O 1a Q N N 9C at c- c CD C, Q 3 to m c � E o� .�I t y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F V v E O M U W � N 0 co ui Q I� 46 J N O 2 iy aj C') v S lJi C 52 M JLL LL� a Lu — 1 d •rR Z W O _ L y 9O Z 10 N W g cp m j IL w Izz J an (n Z Q J `I Z N O U N Z N to O O Z N z o � � Q J r N z 4J � 0 4-1 f� W M U Ow N N Ly N = _m w � r-- — E t 8 I i = 4I c rn Q Y 0 N m o z< W Z roi C"J z � O1 Q � zo 'zo z® QU_ a p E V wz Ca F� r0 E Ro 0 �0 0Q z�� a= xz CD H L 8 �� cn ro C O C ¢ z 3a OU W .0 F, Z Z m � J "� 2 Qz W � $3 ¢a° `z 0 W T C)�0 z N r �& oz 3 JW o wo o 0 zl< 0 3 O �(0 ''^^ LO OI /\ CN : C:)J Y T _� r (0 an L0 QI O -2 N � co C:)O� N tt CD i U) 0) O r r < LO T w 7 O M o Z M z E CN E a U Q 0 JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 7 -W -o m rn LO u9 v C rn S 0 O .9 0 1 Cr m rn 7 r 0 0 0 J io rh 0 L u7 L O Q O Q� 3 H Q N N v a E O 0 a 0 v 0 J N EZ N N 0 0 N N ai S 0 f W s GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i • :i . �• :�i:;. 8F8-1B/1T 8F8-0B/1T 8RF6-OB/iT © © O O O• O 8RF14-16/ T 8RF14-0B/1T 8F441B/1T8F40 1B/1T 8RF40OB/lT 8F321B/lT • Ue"', O O O 8F16-0B/1T 8F16-1B/1T O © O O 8F20-01B/1 T FORM & GROUT SOLID 4. - CV Q O r W � J �0 O /5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 81-16- B/1 T U ¢ tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTf p ca�intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. f IN.(1) MIN. EC.D (1) REQ'D -1LEAR ALTERNATE POWERS STEEL LINTEL ° ° #5 REBAR AT TOP ° ° e d .M.U. ° a GROUT MIN.(1)REQ'D 1-1/2" CLEAR o ° ° G a = n �O rn ° 5 REBAR AT = r~n , j BOTTOM OF F- m Z w 0,w LINTEL CAVITY UJ 0 V 0 U)i o -BOTTOM o R U O Z REINFORCING PROVIDED IN LINTEL ¢ ¢ C7 ¢ Z_ Z O W, n ¢ "' O > #5 REBAR AT BOTTC 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) ai U) ¢ AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenfitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4'=V-0" fib 0 CM N � ar � O 1JJ r ai o O V tV .mod r- y CV W Cc a, O Q �p r N tic3 CD d > E s c 0) u - a 3 ro is o, oa � c p d � 1Z .Q N c E ca o a � 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da 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. .4 0 co t " N O C r °° " - y0 YJ Q co v # v C J LL W m c � W 9 O cc c14 ro of L Z CLOO N Z 4 J = N 00 °vd U CO $ n Z N tM z CN Z � Q � rZ � N � o U � O w $ N C M J RipW H L N U a; 9) ° c rn d Q Y N OD s I0 w M M Z a � Z Z < IJL E i �o m an QN la-E E U oLL i z® oa f- n3 O fo U 00 ¢� UO U Oa Z i .0 -Z ¢ W VJ ru az NU m0 OM m J m " 'aw 8 Of Z O 4 W -j„ �i o > <� az N w no o¢ �¢ 3 o J� y wa O O o M � d H ila 0 3 �O = Ln L0 Q 0 O co T : co 3: O � r Y U) m co N^ T +� C r ' O 72 N L CO 04 r 0 N �\ vi co I.f) Q� CD T T CID LID T E c O M Z r0 M � E IN f/1 E U � CL Q 0 JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. 8 rn v Ce m rn LO N O 0 J v N x z m L0 0 .S 0 0 J m 0 l N M N 0 5 LO >v rr 0 V) J� 3 C N N a� x i a: c a� L� N N 0 a N (M LO IE 3c 3 0 N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW I THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. ITS CO S OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1, 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" y 2" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7l8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. Irrigation/sonnlder systems including all risers and spray heads shall nbt be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment Is required 9. FBC-R R318.1.5 - C ncrete ouerpo and mortar along the foundation perimeter must be removed be re extenor soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be instal( after construction Is complete, mcludinglaandscaping and irrigation. Any sodisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICRO LAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. o > ua c� o C 10 V N O N y G Q r C'V � � c � 3 � u as � 7 � •� T N J c � eo c a � w rJ Out 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. E 0 N 42) ib c r Yi Q 13 a NO LL C J LL W a QLL LLLu Id a W W = @ N t O p r. �' o 6 W �. IL ILU m w Go LO N 6 Q Cl) a Z N O W ❑❑ tin M M e- z N z z ¢C1 E3 N M z �N w m Q A V 4 w sJAML Of U M F- 8 t o a w o Z � LL a O Z o > N E U Wo z 0® on cc F- (0 < = 20 w a 00 Za of CON Q &� W Z W C N m mo zz r m m Q w z Qy 0. ZQ o W C§ o� 0 JU nZ �w �G CST3 y Z r? J �) 0 IIIIIIIIIIIII' M v w¢ zI a 1ti �3 O 124(0 In O m _ Q O co CU -3: O Y CT T �- (/5 m Cc (V Im 4-1 c Ltd Q O 72 N I c C) N rl- r T L E c M z z E(V a. v w a o = JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. SN ,s THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" Q - c� STUB -OUT FOR 0 1'-0" o o GAS METER - 9 F CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING tia Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap / / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. t T nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash block I' SECTION nails SECTION @ INT. BRG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. eD Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK r— BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. �GIRDERTRUSS STD. 900 CONT. #5 BAR HOOK CONT. #5 BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D j SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 4 `—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max • � 4 max. Q Clinch nails when possible Tight fit — L� 1� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4' max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2' 11-7/8" 14" 2-8d 2-8d 2-8d 2-8d 3-8d i 5-8d 16" 1 2-8d I 6-8d BCI60sP 11-7/8" 2-8d I 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/ " 3-16d 1 3-16d 14" 5-16d 5-16d I 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — rl 6"^ A 1Y2" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)z" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. Any 16" joist Spit (it} _ - 8 1'4Y" 1'-1" 1' 2' 1' 2" 1 1' 3" V-3" 1'-T' 1'-11" 24' 2-3" 1 32" 3T' 12 1V' V-1" 1' 2" 1' 2" 1 3„ 1'-9' Z-4- 2-11" 3T. 4, 2. 4-9, 6-41 16 1'-0" 1'-1" 1'2' 1'2'• 1' T' 2-5" 3'-21 3'-10" 4'-9' 6-7' 6-4' T 2' 20 T4Y' 1'-1" 1' 2' 1'-2" 2-0" 3'-0" 4'-0" 4'-10" 9-11" 6-11" 7'-11" 8'-11" 24 1'4" T-11" I'— V-3" 26" 37" 4-9" 6-10" T 2' 6-4' gam" 10'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 12" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I —JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM---' • SEE PLAN FOR •• a . • if . • • • FOUNDATION INFO ' e STEM FOUNDATION GRADE n n °I-III=11 �' 11 CIIIII lil-r, :Ilk —III— • ° ° _ A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. v LOCATION OF • SECOND H10A SIMPSON 115 •• (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 e ° PVC OR SCH40 SLEEVE PLUMBING �LINE � G e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d C .d 41 ° ° eL _ _ a _ _ e a a°I- -T ° SEE FND. PLN. SIZE & REINF. N No ? o. J o:= 0 � ao CC U. Q C'I Y 3:2 d C" a ys ��sCC as v = 6 3 3 co d 7 � • � T c. E c. o L 0 zA AVIV V = U . o c',� c T u: eel ��rlrli•If l�►�s>;��o��%11 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. r» 11- aa O E S N o a^, V C, N mC LL N -k J � LL 9'Ni 0 d a u_ a Y C, z u- _ � z �_°' $p� 0o of W mN( m < W�pjO' z L LLN z Z� w M Z N Z 0� 00❑ W z � 8 z z a Ln z 9 QJ s u- y� jL ft3 w mQ) O rrr s V.5 {6 n U C) fLU • N `I� o J< w M M �a Z Q W E o U zo 0j r� >^ °w¢ I— E �g uo Z� ra ;U t 0 < = �o &z w D C <� =mo .0 W0 Z m diym 1z aw 8 F 01 �o W Nod ��W 6. �k m 6LL v ila a 03 �0 _ LOLO rn F— s— p J co 0 C\ICo 0 p- r U) m ca N^ ll� C L L T— CID 0 N 0 r ^ L T LM ♦� m 7 O M W o Z W Z £ N M 0- U Q p JOB NO : 23-06145 SCALE : AS NOTED SHEET NO. SN 1 m rn r rr 17, B 0 0 0 m LO 9 Q 0 0 Ln 0 N M N 0 u7 LO c 0 3 a N ! Fx E E 0 `0 J a 0 x J c� N 0 5i a N N S 0 W 0 (n ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES INSU 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. HORIZONTAL NAILER STD. 90- HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1U-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 2 HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM p r- D7158-CLASS G or H, or ASTM - ; • D3161-CLASS F, IN ° ACCORDANCE w/ TABLE - I R905.2.6.1, FLORIDA BUILDING - CODE 7TH EDITION (2020) 8„ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIESOML SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA •2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV r ♦p I ° - Z_ 00 s ap 6 MIL VAPOR > z BARRIER D•D —CN COMP. SOIL. ° (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK SEE 4rr V-8" (2 STORY) U.N.O. U DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 • P I AVERS-\ I' IL�II ll L 1'll��Jl I� SEE A/S3 OR J/S6 `1 I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR -� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M 2x4 CONT: I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH - ` (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. - SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8/0 x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"AY WEDGE ANCHOR A.F.F. @ 24" O.C.) ELEV. 4-3 1/2" z �31/2" MIN. A.F.F. p N — — — — -r/r +-;;d_ TRUSS BOTTOM CHORD OR 2x4 #2 SPF HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR / GYP. TYPE X11 @ OO (U.N.O.) BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) .) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 INCLUDE THE WALL 2/,' 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH 1 /2"(min.)- 4" (2) #5 CONT. j 4„ jU.N.O. MIN. TYPICAL BEARING WALL 0 STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" GOr,.. 0L( M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 cal LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE r ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE _ �— ° ' e D co -0 o • z FINISH GRADE °O #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=�4kssij [GRADE 60 MIN. Fy= 25" MIN. LAP [30" MIN. LAP] Z °O 6 MIL VAPOR BARRIER � ° R 1 7/8" � _ #5 REINFORCING BAR z ' r #5 LAP SPLICE COMP. SOIL.• • II� 11�11'�.il 1 I • • PROCTOR TTF I�II111 II�111= . 11��1 �II�11�11� FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" a e � GRADE 00 — ! — _ EL _ O (1) #5 REBAR w/ OPT. I I I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 SEE A/S3 OR J/S6` _1L I I LIF,7-1 I t'J-r- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& • ' a INTERIOR °.. 1 /2� d -3o M CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE c m fV T Cl) 6 MIL VAPOR BARRIER •-, • � :h�u�n= it n�11-31 1' Pffi ,��.11.=� • -�� 1n-4L�11�1 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR -' BOLTS 6" MAX FROM o END OF 2" x PLATE w p U � e. IL m . w W - 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N ci _ WWF OR FIBERMESH o. - �T 9 T (2) #5 CONT. =111„ ON 3" CHAIRS " " '" I 10„ I (TYP.) 81-48 #6 REINFORCING BAR #5 STD. 90 HOOK l #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS rF WALL w/ UPLIFT S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" G S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO ° SEE PLAN FOR xx TOP OF BEAM & LAYOUT DESIGN ° - ° SEE ROOF PLAN g - - -� °' ° ° (2) HTS20 FOR STRUCTURAL _ II _ M BEAM SIZE & �r fV d I CONNECTION INFOT. ' 8 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr a SEE TYP. WALL SECTION FOR ADDITIONAL j in SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS c' W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD -INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN w 0 SIZE VARIES PER PLAN i CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS co z GRADE E ? _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 -cam., w SIZE AND REINFORCEMENT) c7 Uj • WWF OR FIBERMESH ; a w o U ° " BRICK PAVERS or SLAB PER p o `n • • • • z g _ „ COMMUNITY SPECS " a 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR.L% FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 N c a•• o �W u aL_ C=) y M O •- •y d E s c d�=a � d d o �•� c >_ 0 a 0 v"P, O t vi.,y v X �16 `r S• c'C i'' Cs`' 4� •%��°r,� OP1E S S E O e'4"Otill'rltli�� 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 Daring Engineers signature and seal. � $ o v 6 OP 0 �, "o ri �NC� LL M or-M C J a JLLti: u- a x 11 13 jZ —ate a `°gam 00 O' ILW�2pjm w Z1?5ClNZd0 Z NOU 0 W ❑ ❑ z N p z � fOD z N Ur o 4-J N V Q A 0 w s N c �N ZD U) U w r— — E z • U o Q Y N 0 CD M z w Z M J Z � < � E zo wg Zo Za E o rt7 23 EF o O wo 0O oz � Y t az s w= ' <z OV mo ZLL z� m _I ym ¢w <p �Z 0 Wco p < g aZ � " m �°� 0, o Jz w� >� Zz a� °3 O = LO LO Q cM H O co CN r co VJ m m QI O N 0) M No r- L0 ai T O �— r CD LO E M O in o Z z E N m r`o = N d E ?i U J Q M c -� JOB NO : 23-06145 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m c" LO cn O 0 0 311 J LO 0 1 N x m rn LO .S 0 0 0 J 0 1 N M N O 0 a 7 N a O 3 C Q N 0 i E co i a 0 J C14 r- S 0 a N N Lo CS d 19 W (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY U 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 WALL IS 1 1/2 MAXIM M INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID �POINT EVERY OTHER STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/CAMA W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED C STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SL� 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD Qs4� SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 �I�!�Iliil©I�I��I�!��I■■ 0 Ell • •- � � _ ■■ill' III■■_ ■■llli lI■■ �IIlI IIII� ■■III III■■ ■■lil II!_■■, �IIIII hII�' NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J qJ � � W O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BLOCK WALL. RECESSED SPACE B TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Oh, N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 3 iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 12 P) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING )LU O/C FIELD 2x TOP PLATE2X4 V2-16d PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) UI►179I11111111 itNG��Pj� 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90o HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE ti ICE STAGGERED �10d@8"O/C ATTACH ALL -j EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SP4 CO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 —f INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 /- RECESS SIMPSON SP4 SIMPSC SP4 / LINTEL SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED in J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) PDXIED A.T.R. i&NUT rOXIED A.T.R. i&NUT DXIED A.T.R. Z & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. 6 C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL /� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES oo E SHEATHING & 8" O/C FIELD — 0 L S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. n A N 0 N c r- W so ar- o C <OwN f0 O Y1 'O N t N O rC 3 as a= a� � sos� 3 � � =,°7i;d d c o 7 rY •m T � N d c E o a v i �• ��Er�I;.. e4�� 'DI.,, �y D yam, ��/i0r S:iiC�2P�``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 Engineers signatureand seal. to E o � LoF 0 m cccc, 0 ' M M v LL J LL 9 LLtL W �a � Z -vim a Y °' m z ILW in °' � MZ_j Z N OU y W ❑ ❑ (D Z N crgg��1 Z � z _ N QCz N z C� o LL a--+ Q A V 0 W s Wv) c " U c LLr J �— E L i �'� a cD S o W M M J O < � (,L ZO g� Z>ZN QN a O E= U n- z z® oa N <o W� z � E ro �a a` WZ = `0 �' c< ao y V mo o& Z r z m m aw N z. O U W (T > > ¢ ¢ O L W ~ m m� Z r3 J oI� a r v za 0 U3 °�-, 0 _ LO LO rn 2 Q 0 L p cu CO j 0 Jca V) m N m c LO r Q +-11 M0 I co N �' CD n U ) r coo LO E r O z r0 z 7 tl1 E N ` Ca ca a E v -2 v � a r7 c c JOB NO : 23-06145 SCALE : AS NOTED SHEET NO. S4 m in 0 0 J 0 rn i rr m W3 y_ 0 0 0 J I MN N 0 0 a to 3 t"— Q N N FL a E _ a c 0 I Lz N O a N N S d 0 W m SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & ( 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 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, BACKNAIL w/ (2)16d NAILS MAX 9„ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 45°± DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2"x4"CROSS BRACE 2x4 CROSS BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN AT LEAST 90% OF WEB EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d TOE NAILS EA. END GABLE IS 4'-1" OR /• LENGTH SEE TABLE 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & @ ( ) 2 10d TOE NAILS @ EA. FROM LEDGER TO SHORTER) \\ GABLE TRUSS SILL 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR GYPSUM WALL BOARD @ 48 O/C FOR THE / (2) 16d 7/16' OSB SHEATHING ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST FIRST (4) ROWS OF ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED � NAILS TRUSSES FROM EA. 6" O.C. EDGES AND 12" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES @ CORD ATTACHED W/ (2)16d TOENAILS END TYP. TOP & ��I O.C. FIELD 1OdX3" @ 3" O/C w/ 1Od NAILS @ 6" O.C. AND 12" O.C. FIELD ttvTHROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2 16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) () W/ (2)16d TOENAILS 2x4 "T' ON TOP OF PANEL 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL -0NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 7 FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T' ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6" off INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ PLATE SPLICES w/ 3/16"x2" S6 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24° WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION (*2� SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° � � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ "' (2)16d NAILS - WOOD TRUSSES �° � � 2"x4" CROSS BRACE APPROX. -2x4 RAT RUN BRACING 1 12" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF tv EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS � �j�` � 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d 1� AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS - 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL wnr i •ur►,w-u /CDA(`C AC CL.1(1\AfA! C(1D 2_D1 Vl 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL 74 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE !!L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL x DBL. TOP PLATE NAILS SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. IT7, O.C. FIELD JACK TRUSS SEE PLAN FOR Ur' ! nE ts+o t tx+muvr% t tutu �� ` �-^^ �- i 2X4'7" ON TOP OF PANEL-' 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING S EXT. WALL CONN. a� COMMON NAILS. ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING D !rr>> SECTION('9 SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 8 —41 SCALE: N.T.S. S5 S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAw/(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)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP, WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) 111 BRACE 24" 010" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `STUDS @ 16'O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK « 1 V-0" MAX. 9C� � CORNERJACK p Y U Lu z cr 0 HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. i'm q 6, m I Imm o 1111,1141k cc mm �a NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZSHEETS @ 16" O.C. MAX. FOR FIRST (4) CUT FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) T,BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 o Nell Lu _W _jCVOlV,v d•� A N a..37 C O Q. w ;•V v M•� J _ C �p .r .?� •' J� i kt i. q'••�•. PLQ{,o C >»tliill'ttt1;� 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. 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TO PRODUCT MAX 8„ PROPER INSTALLATION DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CAPPROVAL FOR CONN. APPROVAL FOR CONN. r ix4 (— 1 X 4 ix4 P.T. L #5 REBAR (TYP,) 3/4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" r „ „C FURRING 3/16 0 X 3 LONGFURRING 2 ROWS 3/16" x 3-1/2° 3-1/4" LONG X 3/16"0 ❑ L FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON �° 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16"P.T. (TYP,) FROMEACH END w/ MIN 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL " 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 D ETAI L D. 90 HOOK (TYP.) STD. 90^ ` @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL OR CONN. 1x4 EACH END W/ MIN, TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' BOTTOM OF BAND TO PRODUCT ❑ x 3-1/2" TAPCON @ 16° JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 O O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. ❑ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/L ' ±2" NOTC �@ FIRST COURSE Ll ` SIMPSON HGAM1OKTA @ 12" O.C. w/ (4)1/4x1 1!2" SDS SCREWS MIN. 2" EDGE DIST. 2x8 2x P.T. AS REQ'D (2) ROWS 10dx3" ' ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN 2x DETAIL 21/4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE FIRST 2 COURSES ±5A :FI INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4"MIN. A -A =1610 # FOR 2 STRAPS ES 1 EMBEDMENT INTO BLK.) 1/4 MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"Xl 1/2" SDS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS SEE NOTE 1 BELOW IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ; 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION y 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM ALUM DRIP EDGE FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. �. ,N •. •: SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL BRG WALL TYPE —� PER PLAN 2x SUB FASCIA OVERHAN A�,. CONNECT W/ 8d NAILS BRACE/ BLKG. 2x2 #2 P.T. MIN, ... 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 N.T.S. FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT ' ....a•. • ' RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/s" WOOD ) () BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL w/ 3-12d NAILS TYP. (**) NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ARCH DETAIL .J MINA" EMBEDMENT AT 16" O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING SCALE: N.T.S. SS 12 LISTED IN THE DESIGN CRITERIA ON SHEET SN. r -Orr 1 -01r 51 JACK TRUSS PROVIDED BY SEE 12. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: TRUSS COMPANY OR PLAN - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ 2x6 #2 SYP @ 24" O.C. MIN. 1" EMBEDMENT @ 16" O.C.)OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. • . • . WITH 1/4 x31/4 TAPCON (1 1/4 MIN. B-B ROOF SHEATHING ATTACHED � 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE , 'I� ° • . '. 1/4" MAX EMBEDMENT INTO K.) 1 � 2-0� $ PER NAILING SCHEDULE ALL - . • . . . • ^ • #5 BAR '� � • p• SIMPSON STRUCTURAL SOFFIT ° • p �1�" � '' ° •• CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS S F01 . ` '► IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS >1'-4' ► • o ' KNOCKOUT / iv REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" ► A . MID BLOCKING NOT REQUIRED ;� ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d FOR VINYL SOFFITS > 1'-0" SHALL HAVE MID PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. PROVIDE 2x CONT. (3) BLOCKING PER R704.2.1 MONO FOOTING ' D .i D.A. ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE i 12d NAILS IL *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY--JAND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL •. 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT Z TO BE INSTALLED 4'-0" MAXSEE LAN 2xO TRUSS AS SHOWN FOR O.H. UP TO 2 -6 „ VF * g � STANDARD o BUILT UP PLWD. BUCK - Ryq DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. �'• . i 90' HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 4F + + NCT (2) 10d NAILS @ 8" O.C. N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%z" WOOD + TO TRUSS TOP CHORD FILLED CELL - - - - �., �., 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: • . . • : • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING ►� �• r �, �, * j �• THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L + BLOCKING AS STEMWALL FOOTING SIZE AND REINF. AND STEMWALL B-B SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" TRUSS + REQUIRED TO + + MONO TO STEMWALL FOOTING SECTIONN DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES � NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL 14 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 A#5 WHERE THIS CONDITION (M 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M cc z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3"COVER 6'-0" SCALE: 3/4" =1'-0" O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 2 w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE e. O v SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° X p p p A LUCL REINFORCING AS FOLLOWS: FLOOR PLAN FOR aco * PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. SEALANT p e _ P 1/2 NAILS TO STUDS & 1 - () MORE INFO 5/8 DIA. ALL THREAD ROD a g * #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ > p EPDXIED w/ SIMPSON "SET" z g EXISTING FOOTING /2 #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: EPDXY MIN. 6 EMBEDMENT & Q = FILLED CELL SMOOTH. DO NO FURROW. p a _ 3 MIN. EDGE DISTANCE . \DRILL 04 3/4"x5"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT LAC L 0 0 0 S 0 Q GRADE e. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. N \ v H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS �4' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , " SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (2) #5 REBAR. (1-STORY) ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. 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. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ,a OR WIND SPEEDS110 M H*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. OF GLASS INSSCALE: 3/4" = V-0" N N .91117 � o -o J > —� u a L-- o _ V C4 — m �LL-a y O N O J d Q CV Y 3 = Co �E� 3 m �dd� � c o 3 tZ' •� T N Q c E � o a � 0 i v l✓,Iv jf'�•�,� SRO U N0. - OF is _• F L oR 1E S S 10 ; rrrrrtl 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N � c: N _� Cin r� J di M <! LL l L LL W Q J LLLu a 12°' 0 Z t o CO 0 o W� m _�pj°' d J to N ZIL N OU W 0 Z M U z N M z N W o C1 Az ; � w o FE TC'' V 0 W s V) w z; Q 14 o J� w M J w Z g p a EV W° z ze o a tf° ro � 'g �O � 0 Z F wo WZ � fn z 00 Z Q) m N J ZLL C Q " o o2 z z �w W m 0 0 �~ �O w 70 O v A a 3 �0 _ CO L LO _ Q c� O CU O U) m 04 m c LO T .ice+ -ryp M OCNL 0) r � N co LO ,-- r IUD E c M O Z N z N E CV m � m a o U _ a o € 0 JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. SS 11111111ILI -W... J ----cif A-LuiA__'j' 4UIL m. rl a-LIli Z m LO L' Cr B N 0 0 J 7t 0 M i m r U0 0 0 J G N N 9 0 a LO L cY> i 3 H Q N N FL iu E `v J i a 0 8. J Lz N N 5 0 a N N ra 8 0 CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE ED BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) IL WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH :2 TB 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 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. , WOOD TRUSS TYP. WOOD TRUSS BLOCKING DET SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES NN HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS _Y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN 10 MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE VARIES SEE PLAN FOR WALL LOCATION �V MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION ENTRY 8 SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 1111114:1AT"IN BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT %A� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER — SEE FOUNDATION I L�PLAN FOR MORE INFO 5" X� COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. BM. SPLICE OVER CENTER OF POST � r. 1 GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON q.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ; 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4.. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS v SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS —' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE:NTS LOW ROOFNVALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS er►� N _o -11 _ 9— J c c A. r' m >< N N L Q d N Y dam a s c CD 3 3 Jr.; A !6 p a U AS •''• �� PEE 4`�. � ,- o i�V�i',RO� F S S I O ,`, !litlill'�111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � a � �E o CD (0 o� 9g�� W rnNO2 a LL 0a) M S LLJ LL uJv 52 �a Z m c Wo 4 'Pau W11:3 co 2O' W pjm w Z N N Z Q -' Z OU U W ❑❑ n z § - N M Ur Cz s` u_ 4-J N U � � O— s W 8 N C�-_ U mi Ll.l J � E L = Q -o o z W M M Z ¢ Z 4 =o 00® >� s O E U 9 ro W j 0 o a 00 O &aU 0� Z�E %0 <=mo W Z �� C .2 z m J wm ¢w 8 F w OM Z O W - T y m w� 0 <p aZ (n W =K oz w MI5 o J w� ;o v 0 a 03 o > Y! rn B c� Q ��- O �Co �: O YCo r M "� m c L0'' ^^ r Q O -2 N I -0 N 0) .0 Ln c M O Z N Z y N g aU _j Q 0 3 JOB NO: 23-06145 SCALE: AS NOTED SHEET NO. D 1 rn -3 m rn Ln 0 N 0 J 0 I N x rY m rn LO E CD J Ln 0 I N M cV 0 CD S 3 Q N N 9- E x `v i a 0 J d L� N N 0 0 a CD N ul S d W 9 ti THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO 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 Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING no@ WEATHER RESISTIVE BARRIER %00 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHI SEAL TOPS OF JOTS - UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER (� J IYI11� V 1'4" PER PLAN V-0" PER PLAN (LOPE SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR 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 water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O 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 AIN CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached 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 PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6' RE ADHESIVE ASLEASE PAPER s ONEXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Ar, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER Lim 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. =:7 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in autters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5I a a �, W w PLASTER STOP n- a X W CONTINUOUS BACKER 0 ROD & SEALANT w w = Ir w �° A a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WR13 SF LATH rWRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II' THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB -SF LATH I ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all lNNyt N J > W � s o a eawN _ m x N C Li d O i N C'V L E 3 3 i �o N C� E co 0 a u cM 0 N O To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W E C Lo0 - o m 4 0��L, 8 0 U. d J u U_ -a o _ m c � _ o Zz W��pjO' j•fo11 0 N �_ 1`C Z LL m w Z� in MZ a J Z N OU U W 0 in V Z N z iZ- m z o u- 4-1 C (u w '20 a 00 U O w 2(N ow w � t $ I z> . U c�+� J a 3 o Z w Z a ri zo >^ z® iO E 0 WN o° z Oa O - 00 Z 0 E o oZ r< Z M �� m ry c �� o �z Z Z 00 J mm aw _ 8 _ ° Og �_ �O W <o H v 5 a o� 0 �( LOo� Q c� I� O T O cc Im In 4-1 C Ln T a� O CD N ' 0) 0 N to r- LO T r f i (0 LO ui E 3 O C0 c Z M E N N c co a E U a ai o Q c JOB NO: 23-06145 SCALE : AS NOTED SHEET NO. WP March 6, 2023 NNW! Illimi"Wriml Mounting Brackets (110 Gauge! 4-1/2'x+V2*x2-12" Back Cress Support See Anchor Schedule (May be cut to W) Right Bracket (16 Gauge) Bolts 1/2'DiaL,A325QIv. #14 Self -Drilling Screws 10-5/811- A/C Unit Bottom Edge HurricareStrap Washer; (Typical: 3 in front) Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) # 14 Self -Drilling Screws Thru Bridickets 6 Back Cross Support Into A/C Unit Bottom Side (Typicalt 3 each side for hurricane use) w.L46... - F"d.,1 -th -h Hur-.11u, Re - RA" ft*in avoillAlle, ape sestaw FM "M =) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel art 12`15202 1 9&41 Engtr or alit 2" go 1t21 vission MWKFfWWW context Enalrener&I.Ilwaise fullenulned Apar a= Affirmation 2024 Smarr Vent Procuide. 1. Morsel Gnits. Herniisf flaterroPE- Look* Bourdon F.E 12M&"= 12116n020 '1212W020 Approved Calegloi structural Components; (577) 441-8368 PE-73775 (334)3MI800 3ubCat*WW. Products h1roduced as a Result of Infolitsinnut"nitcom N- Tach-agry Compiler. Method Evskuslion Report I- Florlds Registered Ar"Rea or a Limsed Florldis FLASO224t8Pr,&,-*, Professional Engineer P-seact Diestarbothin Quality Assurance Qactm= Quate Apposed for in HVIIZ Use Anai fair Use Outaffide RM know Resistant DOMM E3uum Do Function F owl Vents on Vent yes Y. N/A 4100/-100 2 S-dV-t Model #1540.511 :no : Du: F-flan F:-d no Viinthiflon Vivrk 120112M Y. Yes NIA .10DA100 3 armilVent Model #1540-520 Rood Vatit Ini/2023 Y" Yes NIA 1101,00 :100AIDO 4 wradven -521 Mode #1540 2slated In uftlesdFloadVent I Z5112023 Y. Y_ NIA 5 MwW #1540-524 16&qud;Gersgo Dow Flood Vent 120311r2m yes Y. NIA WA 6 anni Mode: 01540,570 Wood Wall hislatird Flood Vent 1201121123 Yes Yes WA -10WOO Smadvent Mode IMS40 574 14.51lauct Genies Dow Flood V-1 1 201112023 Y. NIA WA Florida Department of Business & Professional Regulation pai Budding Codes and Standards In4r.021 Product Approval Application Detail RM or no 20 Jaill 'Dual Varshan Mantitectuner ando Loun- 111111dialed 11, YMWA& Mounted FrICA-rdgal ADCI,�,d Revision 2020 Drexel Metals. Inc. Jason etrunnitt, '"o's Loci aftalon P 'E. = 0111MOM20 ow9r2o2o osQ012020 I Dfl3rA20 Appd Cateigani: Rooting (5021.3 1511 PE-74021 (3341303-1800 Metal Rooling Ishumateadre-d- Contrastive Method Evaluation ROW from a Florida Registered Architect or a Lim sed Florld. Prdft,i..l Engineer FL812M-RB Products r Quality AssurrieKs Product Dissolution C Abormod for Us* In HIVKZ IMDaC Dessi cut" ""a Reighiest Prestal =!fi4nnUty Oli IDDNs CIVIC 15DSS, IONIC 17W OMC 20W 12MIP2025 yea No NfA to�lao Duc 5V Flo rlda Departneent of Business & Professional Regulation Psra2or4 Building Codes and Standards 302023 Product Approval Application Detail Qft lr&v or 211111 go Daft, Pendlinci Ilue yersturi all -Arc.- conlaw validated Vliddd awmwm INIC A,,m,,l A-,d R.A,. 2020 Thwmai-Tru Corporation Steve Joblowstin Lyndon F. Schmidt P E_ Ryan J. 10% P. E, 04M 5rJ021 1243IM20 04r2=021 D6.04112021 Appr-" Canigainr Mundo, Dows 1801N, 543-7628 PE-43409 (81MIIIT-65�5 tauloCategorr. Seenghl; Exterlor Door Assemblies SlaWaNhOth�M.. Coishiplivento Method: Evaluation Ressin Inam a wift Marlon RagisuinsdAr-dit"I'l w a Licensed Florida Professional Engineer FL42OU94tS Producer P,,dt Model lidursiber or h= O.Witv A-. Approved for Use A,,,,d In Hwu Walsh, for Use HAa Images Dealon, Rowdent a. Th.m.-Tru FI - "orindSmooth-Ser Nantralsilui Squotimpact8quot; Opaque lyzirms No yes yes NfA Composite Edge Fileargass Singer Dow irsinsoftOot-Ing: X obergurallion) 2 lo Therme-Tru Fiber-Cin-1-ol Smooth-Ser Ifunintil SM39;5 squat; Irnp-Mclud; Op. qua 1Z131rA2S No Yes Y_ WA Composite Edge Flearglar. Single Door with "ne(e) on"hwouthinving XO. OX or OXO owrio.ratorls) 3 c, Therma-Tru Aber-amic and Smooth -Star W.Inal SUi Squot Impliel Opaque 12131t2026 No Yes Yes NfA 4 d. ThermsTru r1lb-Classic end Smooffi-situar 5 . Th.-T. FlIber-Chl.11c ..d S.-M-Stir, 6 f Thermal-Tru Fiber -Classic and Smooth-Slar I g. Th.-T. Rbar-Cl-ic ..d Snooth-Shir a I. The-Tro Riber-Clip"I: ..it S.-M-Ste, 9 1 Thtirmet-Tru Fiber-aassic and Shroot"ar lo J Thw-TruFlbDWCwd1Srndh5a1 it I. Thenni-Tru Hbor-Cleswo and Onnooth-Star 12 1 Themse-Tru Fibirr-Cla- and S-oth-Ser 13 . Th.rmsT.FIbar1%"dSmcIhSIsr 14 n. 7re-7ru Fiber-Cla.4, end Smallh-St., 15 a. Therma,Tru Fiber -Classic end Smooth -Stair '16 p. Them-Tru Fuser-ClIlsselinal Smouffi-Star 17 q. Thermis-Tru FIber-Olassic ad Smooth -Star Composite Ecip Ficarghiss Double Dow with or without Bidder. (In-ingOut-erg; XX or OXXO bonfIguallons) Nomn.1 8JMM;0 &quot*nPdI&aud; Callous Composite Eggs Filboxglass Single Dow I lin"narot..ilIg: X oonigur".) Noniri.l BASN'Giscalict;".11ti-t Opaque Composite Ebga Fibegaisr; Single Dow Wish Sid,1111ket (1-ing'04-ing; XO, OX w OXO configuralims) Hornmel 89#39.0 SoiMimpstutku.1; Opaque C.mpoat. Edge Fiberglass Double Door with or .th our 81&ltirs XX or OXXO configurational Nwn1n.l 6110219.8 8oxidArpoldIlAubt; Glized Comp,wita Still. Rberget,; Single Dow 01"noolitswina: X offligurartion) No,nnai 6&039;8 AqueLlmoacsquot Glued Composite Edge Fiberglass Single Dow with Sidellb(s) fir"noQuiniiing: XO, OX a OXO -figures onrii Nominal 61:39 ;8 &quicknipsoMquot Glued Composite Edge Fitigla. Double Dow or Without Saturn (InsoringrOulvaing; XX or CXXO conflou"'dons) Norrdnal SAN399 &Pot"tuxluot; Glazed ComilwafteEdi; Fiberglass8l.gleDoor c " (hinifinqVinswing; X configuration) Nominal a&aW 1) &qsoI:"d&qUw; Gisurad Composite Edge Fiber" Single Door With SIdellaws) tinswringiCuseing: XD. OX or OXD acrifigun"onaij Norrinal W38:0 8,cluict:11nipal0krict Glazed Composite Edge Fitsegiess Dwitel. Door %,elth or with W scestae OnsfinorCutseling; )CKa OMO warfaurellons) Horrors WN;8 &oud*np-ddqut Glued Molded OP. Comp"do FAIr Fiberglass Singk Dow (117"OuWffing: X configurallon) Nominal ""i SoMoUrrosouquot; Glued Molded Open cmp�ft Edge Flbergi Single Dow with Glued Mc4dd Open Sidellhils' lintoMrigrOutruing; XO, OX w OXO cw1gurallons) Nominal SIUMA ILood:ImpadlIquat; Glued Molded Open ColnPo3its, Edge Fiberviess Double Dow vft or �Ahaut Gazed Molded Dow SIMPm (In"nonCiumwing: XX a QIDO confligurations) Nominal 69".'8 &Quat:kWd&cpjot Opaque Composite Edge RbwgW. Single Dow In MiDldsd Open Sidefithers) ininIngAOurwng: XO. OX or OxO configurations) Hommal 680,39.8 Aquat;kmagoduquot; Opaque Consposits, Edge Rbirrillaust Double Dow wait or Wth eurt Guild Melded Oper Sidelines (he'ringtoutswing; XX ar WO bonfluar"ons) i2r3112026 NO Yos Y. N/A 1213112026 No Y_ yes WA 12J3112026 No Y" Yen WA 1213112026 NO yee yes WA 1=112026 No Y. Y- WA 1213112126 No Yes Yes WA 12131/2026 No Yes yes WA 12131/2026 NO Yes, Yes WA lZ01=26 No Yes yes WA 1213112T29 No Y. Y. WA 12131120M NO Yes Y. NIA lwv2m No Yes Yes WA lZI31120215 NO Y. 're, WA 121310026 NO Yes yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall palielal 1P.V2021 IRM or Do 20 Date Patches 20 11211 VArshon maillitaggim Quill =111 I,- VlId.1sd &,bUW FEC Approval Approved 11011 Revision 2020 PQT Industries, J., R.9wed de OCCO - CER Ifflarne-Ded. GCCO - VAL 1111AU2020 1012firwo 11,24rA20 Approved Caresser, Exterior Doors (941) 400-WOO (780) 315-2"0 SubCd.gary! Sliding Ortedw Door Assamfoll.. rw;�ld@p9Mdustres,c Carriplei- Method! Corfili M.* w Lhiflng an" PLINS114mleroducts A,,,vd fair Use A,,,,,d far Use ligual Design Sea 0 tuodLlWh.,[ Product O..WPK- Conrad Flym w Data In HVHZ *Aside ~ Reassess linedwirs, 9 sc= 70 (Large Missile Welpilin u1n,4 Siding Glass Dow "14/2021 Y- Y_ yes WA PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and apprml numbers on the building components listed below if they wil I be util !zed on the construction project tr whic h you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING Mi Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 NA (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Sedes FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30(2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7115/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL1 3192.2 NA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FLI 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + 54.2/-54.2 psf 7/30/2023 C . OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roop 151b Felt Uncledayment FL12328 Ill 6/29(2023 Plyglass USA, Inc. (for Tile Roop POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/912026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Gahenized Steel Storm Panels FL15076.1 - FLI 5076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structuml Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - F Ll 999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, I_VL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 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 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inlbrmation must be awilable to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Page I d3 Cl) CU Cl) -e.- Building Codes and Standards 10ZI22 > 0 2 Product Approval Application Detail 0- 2 C:)_ o QM 2m DoWPWdtn, Version Manufacturer contact Ucense 20 um L22 R-i.i.n 2020 Th.-T. Cup -abort & Validated Jd9= Slubmitted Sn- Jasparson Llmden F. Schmidt P.E. Ryan J. Ving, PE_ 07030020 07M2Q020 FBQ Approval 07129=0 Aberoved am 10fl3r2m App-.d CD caegary'. Exteros, Dowis bt But Carthageory. Swinging Exteow Door Asserriolies IBM 843-IBM Pr-43409 (813)767Z555 iijaripelsonitlIthermetru- CU -cu CoMpliance Method: Evaluation Report from M a Florida Registered Architect or a Licensed Flords Professional Englinster 0 2 0 21 = 0 Name Product Descrotioth CwUzOExi)irftw AcichroviedibrUse Date in HVHZ AoorowdIbrUss a a Omutwelds HYHZ R sigunt Pros 0 LL_ MMT. "=and Sirrooth-Star Nominal 8"W.8 SquothripactilIquat; Opaque, I WI)2M Yes Yen Y y c Yes MF� 0 := 4__ Composite Edge Fiberglass Single Door is CU 0 > 2 b. Themist-Tru riber-Classic and Serspoth-Star /Out- ; X configi-fil,r) Nominal &qwotIm;uu;t" Opaque I n I t2m You y yes WA Z- LAJ Cn Composite Ed.: Fiberglass Single Door vurth as as an E 2 Sidelkii (InsinvingtOutinninp; XO. OX OXO 1- or configurations) CL 0- 3 c. Thelf-Tru FlIser-Clatesic, and Smaiath-Staf Nortins I 6116M,8 " Impactilloluot Opseques l2j3ir= Yes cc 4 CU 40- _60 C, mpoede Edge Fiberglass Double Docir Yath or I Without SkWftm (IneningiCubaMna. XX or OXXO Q. configurations) C2 4 d Therma-Tru Rber-Classic and Simpoth-SUr Nominal 846839:,0 &cluctimpactlkeluot; Conquer 17J31= Yes areass Yes, Y Y 'C Composite Edge Fiberglass Single Door ", io i (I nsiMing/OutsMnig; X configurridion) C'4 5 el, Tlh-.Tru Mbar-Cl .. I. and Smooth-Sta, Nominal Sari 9qualtimpactillquot Opaque 12(31 J= Yes _J Y_ Y" Yes You N* .5 2 gg, Oo r2lase. SIZIn Door vith .=,OE (g) Ox or OXO 6 f Therints-Tru Fiber-Clasiuc and Snrloodia., configurations) Nominal aliumo aquotimpactliquot Opaque, 1201 1= y Iba Yes Yes Yes 19 'J Composite Edge FlIparglass, Double Dow With or 3: cc ll� "bout SkWhm (ItarvingiOutswing; XX or MO 4, X configurations) ZJ a 7 Thernw-Tw Rber-Classic and Smoulth-Star NaminsilIS&M, 9 8quotJ.pactilquat Glazed 12t3l f= yes Yes, y No#= :W = = Co.posft Edge Fiberglass, Single Door a" imp a h. Thermar-Tru Fiber-Clasisic, and Smooth-Stiar (Irnlwing/Ourtsuving; X configuration) Nominal 6116M.8 ftuotImplectAquoi; Glued 12131 Yen y".-yy-. Yen Yes WA Composter Edge Fiberglass Single Door vift Sdeliolits) (frievAng/Outenoing; XD. OX., NO configurations) 9 i Themnal-Tru Fiber-Cessic and Smoor1,_-W Nominal O&M.8 9quotimpacuLtiucit; Glued 12/31r= Yes Yes Yes NfA Composite Edge Fiberglass Double Door vilth or v4drout Sk:tfass (InsevinSlOutsviing; XX or OXXO configurations) 10 J Themni Fibeer-Cleasslo and Smooth -Star Nominal S&#30,.0 &Iqubtimpactliquart; Glazed lmlal= Yers Yes yes WA Composite Edge Fiberglass Single Door (Insvong/Ourt-ring; X configuration 11 k Therms-Tru I'llber-Classic and SmooftStar Nominal 8&X-VO Ilquoumplictlitit!01; Glazed I 2J31 r2W Yes Yes yes WA Composite Edge Fiberglass Single Door %ft Sidelft(a) anerninglOutinving XO, OX or OXO configurations) 12 1. Thattrai Fibier-Clessic and Smooth -Shur Nominal 8&#*. 0 &quotlmpact&quo% Glazed ImIam Yee, Yes Y" WA Composite Edge Fiberglass Double Door vift or Wthout Sidefiftes; (InsminglOutsving; XX or 0)0(0 13 m Themna.Tru Fltbsr�Claaadc arid Sanototh-Sluir config unstions) Nominal 6&M.6 t6quorimpactIlquot; Opaque 12/311= Yes Y" Yes WA C;cmpoWe Edg a Filbargi a Single Door %ft an 11liquot;Non-IrripactiLquort, -idellini (ImseAnGfOularinring; XQ, OX or OX0 configurations) 14 It, Therms-Tru FlIber-Chemic and SmoollihStar Nominal 69*W,8 &quotImpscKqu*� OpaqLes i2f3l)= Yes Yes Yes WA Composite Edge Fiberglass Double Door wth Ilouartfulon-Impact8quol: Sidelices(Inswing/Outswrig; OXXO panfigunation) 15 9. Therms-Tw Fit ber-Classic and SimputfStar Nominal 811611 lliquotimpactilqual; Opaque 12131=22 Yes Yers yes WA Composite Edge Fiberglass SI gle Door �ildh &quot.Non-Impactilquot; Sidei 0 noming/Outinving; XO, OX or OX0 configurations) is p� Therma-Tru F1 ber-Clusaic and Smrrolh�Star Nominal S&XW, 0 &quotdmpgct&quot Oreque, 12J31= Yes Yes year NVA Composite Edge Fiberglass Dou ble Door v.0 lixquot,N�ImpsictiLquot; Sidelitas (Inseiring/Oulswrig; OXXO configuration) 17 q. Tiherms-T. Fiber-Cl .. I. and Stractil N-ruil 6941130,11 8,quo�Non-Impoctilquat Opaque 12J31 r2m yes, Yes No WA C.mposM Ecige Fiberglass SlngW Door OnisminglOunni X configuration) 18 r Therms-Tru Fiber-Clasic and Snnooth�Star Nominal 8&#3Q,.8 SquM.Non-ImpsoMQuot; Opaque 12131 Yes Yn No WA Composite Edge Fiberglass Single Door Wth Sidelte(s) OrninvinguOutinming, XO, OX a OXO opnfi 10 s. Theemes-Tru Fiber -Class. and Smooth-Ster Nom=;S&quotNwiImPact%quot; Opaque 12$31= Yen Yes No r4A Composite Edge Fiberglass Double Dow Win or %ftout Sidialftes; (IreavinglOutiaMrig; XX or OXXO configurations) 20 t Tlierma-Tru Fiber-Clili and Siroothaw Nominal 8&#*.D &quot Non-Impw&quot Opaque I V31 QW Y" Yes No NIA m C' posits Edge Fiborgi is Single Door _`MMMMMMMMM� (Iri"ing/Oubensinii; X can vl�unxtion) 21 u. Therma-Trui Riber-Classio and Smooth -Star N:m net 8"39:0 111quotNoft-Imprectilquot; Opaque 12131= yes Y- No WA 1 .Z: Ed.. Fiberglass Single Door voth ScietWili ansiving/Oulsving: )(0, OX or 0)(0 confourations) 22 v. The-Tru Fib-Cl-eu-nd Smooth -St., Nominal 88ur3Q;0&q.cI;N-lrnid&qu.t; Opq- 12t3irM Y_ yes N. NIA Composite Edge Rinarglass Double Door Win or Without Sidelites (Ininmrig/Outinving: XX a 0)0(0 configurations) 23 w Thentrai Fiber -Classic and Brilooth-Star Nominal 08M.8 lluivotNorn- ImpactlIaluot Glued I Z' 3 1 r2m Yes yes Nk. NIA, Composite Edge R berglass Single Door OnwWraiOutinving; X configuration) 24 x. Themna-Tru Fiber -Classic and Smooth -Star Nominal O&M8 liquatNion-InvacAquot', Glued 121311= yes yere 1`10 NIA C I Single Dow vrith SiMpoldleVE .j=. n. )(0, OX a OXO We) r� configundions) 25 y. Therma-Tru Fiber-Clarassic and Smooth-Stur Nominal S&XW;S&quctNon.Impsact" Glued 12i3lam Yes Yes NO WA Composite Edge Fiberglass Double Door win or vifthout Sidelites Inaniiing/OutsMng; XX a OXXO configurations) 26 L Themird-Tru Filber.Classic and Smoolln.Star Nominal BSAW;O &quctNon.Im;poct" Glued 12131QM Yes year No WA Composite Edge Riparglasu, Single Door Onwrig/Outswirgi, X configuration) 27 ze. Thishms-Tru Ficar-Classic and SiTooth-Star Nominal 8&#31?;0 gquotNw ImparcAquot; Glazed 12J31= Yes Yous No NIA C-9wift Edge Rbarithas. S.91. Door ith Sideltes(s) Qnswng*AsWrV; XO, OK a OXO configuratiorl.) 28 A. Therma-Tru Film-Classoc and Smooth -Star Nominal 8'0&QuotNonIrnpacd%quoi; Glued 12131r= Yes yes IND NIA Composite Edge Riarrighissa; Double Door Win or Without Sidelites Inlivoing/Outowing; )O(a OXXO configuratons) Florida Department of Business & professional Regulation Pla. i of 2 Building Codes and Standards 1 =21 Product Approval Application Detail 2211 Igall MR Duo pendina PAI am vairsian contact xoalbdm sommo LIGAFAMni Awerli-di R.4.1o. 2020 MI sill and Dows, Brent atinger We Roberto Lorries Steven M. Urich. PE lomum2D 1COW2020 10J1917020 12`1512020 Approed CategoW. Extenor Doors (717) 365-3300 PE-M14 f7l?) 317-5454 Slidint; Exharlor Door Alsorriblas bftflng.4.Iwd_ Coethiplaric. Method EvakialJon Report twit a Florida fitirgislonol A:rdad or a Llmodi Flords Praftersionall Engine Allelf Quality Asesurancis Asnaranned 1121111 In fw Use Amoved fat Use H" outside RM iMWA Design Itedistarat prossurf I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 121311/21124 No yes No WA 145-314&Quot;x6".qu*t: NON -REINFORCED 2 SERIES 420 ALUMINUM SM SERIES 420ALUMINUMSGD QX XO. 12GI/2024 No yes N. NIA 9S8qud;ia03quot; NON -Re NFORCED 3 SERIES 420ALUMINUM SIM REINFORCED SERIES 420 ALUMINU M SGO REINFORCED OKO 12131/2024 No yes No NJA l45-3/4&Auc1;x98%qu": 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12131/2024 No Yes M WA X01 XX 9"quotx9mquot; 5 SERIES 420 ALUMflNU Is WD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XKX 1201/2024 No yas No VA 143LquoI:.r*&qud. Florida Department of Business & Professional Regulation Par I a2 Building Codes and Standards IMocal Product Approval Application Detail am Enter, - AU 21U Dal P-,I- go .Itft Version utherse a== FOCAMinsind Aparoved mum Revision 2D20 ~�Cilrlun, a division orOveriead Dow Dwayne Karreh John E. """ Jeffrey P. Amason. P E IW12J2D2G 0912W2020 10=020 12MU2020 Approved Carbonation (330)7634121 PE-511737 (904) 621-5200 Cabilgarr kitarior Doors diornIshalwMe,dafflon,c inutiCaftesir- Sectional Exterior Dow Assembiles Orn Constraints Method: Evaluation Raport frorn a Florida liulgisteriolArdifted a a Licensed Florida Protersafted Engineer tim at" Name Istrinduct Carkritalon Quiet, As- Awarerved for Use Assuravadforthat contrast Expiration Day hl HVHZ outside R*Si§Mw kaim aigm Pressure 3 IAM� Ms. M, 14&*36; Men height. Glazing IWI2023 No yes Yes -31,00,L35 DO availisubli, In top w Inhemiedide sector, 10 aQpMlgpre2qQ#1123 1 OU39; Max width. 148#39,, Max heard. Guins; lv3lrm3 NO yes Yes -30.W33.59 available in Wp or Intermediate stellon, I I 80OM10042DOS1124 isms Max'wdm� 146039, Max hew. Glisaing 12131f2023 No Yes Yes -344005.30 available h Me W intermediate section. Florkla Department of Business & Professional Regulation Fear I art Building Codes arid Star ndards I&MI Product Approval Application Detail fildia Entire w 211111 zm Ensis PWAM am MW YNSIW Cartitaut End-K A Ups-, YdLaud& Widened submitted LIGARUMIK Aslpharsd 2lum lit-ision 2020 CurflesOlvishariefAADO Inc, Twri Raftery UL LLC Troy Ban p. P.E. 120"1111112020 12101f2020 12121=0 Approved I categiorr. Extedor Dow" :541 1 494-28,3 254) 94?= "Caunglory. Exterior Dow Components ornsaturyesessaboy.to Complaints Mhock CwMdw Mak is, Laring; Quality Assurance, ADWAwdforiJay Androvild for Use Iasi Do" ANA Product D�,CFMGn Contract 1, HVMZ 21dglau= R,,ktt P- - - 1 7177NIsInad d4T Sirighs and Fees of Flush, Glazed. and Louvered single and pairs or lZ01/20M yes Y" Yes N/A Doors halloor metal doors. Florkla Department of Business & Professional Regulation Peas I of 2 Building Codes and Standards W2021 Product Approval Application Detail 4 Ptrl C-M matNv Dist. Ded. Oat. Fierialinto IM6 Itall. Version Manufacturer fdaug Ewderaw kow" aumm FW Asioneval A,,,Id ROIASIM 2D20 Mi Wridotim and Dows Brent Sidinglar AmortGan Arch"durail Steven IN. Urior. FIE 11/1712D20 1111TIM20 livfxx Appround Calvii Ono- 01 r) 365-31100 Manufacturers Association (717) 317-8454 subCallegour. Slingle Hung tudingengnilwal com �osrellsrnsal Method: Consideration Ma* or UsIng Qually Assurance Agurchred for Use Awroned far Use transept Direld" C In HVHZ Rodstard Preenuns 2 1$5 SH 52x72 FinIFfirgs, Frame IGM Single Hog IOAM=a No yes NO -GaLso L-Mirtird Ga.. CD E CD Cn cu CIO > 0 > L CL 0 CL 0 0 < L_ "I'llallaaaaallo CIO < CL LCU LU < Z a_ SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation F-I 6 of 9 Florida Dope lifteffent of Business A Professional Regulation Pagel Building Codes and Standards Building Codes and Standards 141=1 Product Approval Application Detail Product Approval Application Doull 2V!r"91oo Entfivier 2& 2WR Daft Partial 2di I= Niantdaatuw Conrad Egairtow & License Validated BV Validated SLLbmttted Fill A=Faysl Approved 22dK 641%, ar am DNA lid. %,,a- Ab Revision 20M Ther—Tru Corporation stay. Josponem Lyrdl- F. Schmidll P. E Ryan J. King P. E. 10)l 09118=1 I OM W21=1 121'151 Approved Version Manufacturer [icwm 8LA)Mkted PSC Ancient Approved am Category Exterior Do" (800) 1543-7621) PF-43400 (013)781 Afferation 2020 PGTIndidr%m Jan. flosontald kftn-4.0.* Wi - CER Marril-Dace. SOCO - VAL 11101 1 V051i 11111iiii Approved $UbCalOgOrf. Svilmiling ExtWw Door Assemblies ejaspersoniiiithennal Cdepw thendoes (941),48111 (786) 315-25M COMPlianC4 Method: Enluation Report from a aLbed.1pw. Sho. Hong Flituds Registered Architect or a Licensed Florida cwvli�Ndhod: Connection NI or using lim Professional Engineer FLA2204M PLAMMi4t7Producto Outlets Assurance Agm2mmiKAM AUQWMUXAR imma 219M AmmyedforUse &2litillittiaLan IM= 2RWU AMA ill PledLim Dko�iomm In HVINZ OLltdcb R*dsU" Pleasure, 6-4 Product repal Wmber or Nam Pfc9luct D"Crioum contract FXDW&ticin Daft in HVHZ Outside Hvi Resistant Pemrs 2 �L!tNwhwmN� &".1. Innisid) Vill 0.91. Hung Wil, trusiv=5 Yet Yes Yet WA 1 a Thermig-Tru Fiber-Clamio and Smol -81 Nominal 8811391.8 &gtmtNon4ffvacdquot Opaque 12131/2022 NO yes No N/A Composite Edge Fiberglass; single Door (Imirmnal'Outsivini X corfigumtion) 2 b. Thermai Rber-Closic and Smocith-Stor Nominal equotblon-Impactiliquall; Opaque 12ti No Yet, No NIA Composite Edge Fiberglass Single Door vilith Sidelizel (Iniiiiiing/Ouseviling; XO, OX or OXO —figuni ... ) 3 a Thermill FbwZ;Isssic and Smooth -Star Nominal SL43k8 &qL�tNom.lm"ctg4uot Opaque 12111 No YM No WA Fiberglass Corriposifter Edge Double Door noth a vAthout S"to (i�rgfOutuMog:)(Xa O)D(0 configurations) 4 1 Therme-Tru Riper -Classic and Smooth -Star Nominal 71111 SquMflon-Impactiliquot Opaque 17J31i No Yes No N/A Composite Edge Fiberglass Single Door (Insivising/Outioll X configuration) 5 a Thermal Rber-Cl�ic and Smooth -Star Nominal 71MIZI i1quotNon-Impalliquot Opaque 1211 No YM No N/A Composite Edge Fibeigim Single Door nth SideIW5) (IninvingtOutirval XO. OX or DKO 6 t Thermal Rber-Classl old Smooth-Stor configundionse) Nornhal 8111 "No�ImpacMqucK Opaque 12f3lil= No yese, NO N/A Florida Departiffeent of Business & Professional Regulation Pill i Composite Edge Fiberglass Single Door all rig Codes and Standards IMMI Orw"nWOubswm; Xoonti2uraffion) 7 9. Thernme-Tru, FHw-Chmic and Sooth-OW Norrumel Opaque 1211 No Yes No N/A AppileatiM Detail Composite Edge Filetralls"SirigicDoo,"on Product Approval Sidelftele) ilmaninglOool XO, OX a OXO 11;11: 11, 1 1 li, 1, 1, 1,, Illes'liIIII 11 configurations) a h. Therme-Tru Fffw-CW�to and Smourth-Soor Nommal 89#30.10,11liqu"on-ImplactlIquot, Opaque 126ilf= No Yea No N/A Camposft Edge Rbwgl� Double Door Win or Sam or am vdhoW Sldelfte (InvMngloutwMmg; XX or OXXO V-- Carried V.Imdod 0. Vtiddd aLkmmbA FSCA-,,d A,--d wnflgumotu) 9 L Thertrall-Tru Fiber-Clossic, al Smooth-Stor Nominal 6&09:8 8quotNon-Impolatiquil Glazed 1 Z131 r= No Yet No NIA Armenian ZD20 PGT Industries Jan. R..-* lifflarrill-Dock, MCCO - CER WIW.OdOBCCO-VAL 11,05M20 11051 1111 Append Composite Edge Fiberglass Single Door Cisegol Windows (941548641011 (74%l3i5-259110 OnonewellOutswil X configuration) SulloCistogerel Find Yormidepondusalese, 10 � Thermil Fiber.Cla"c and Sinnooth-Star Nornhal U#39;8 illiquothion.Jinipactliquot; GWW 1211 No Yet rJo NIA Caripillansis Ndtmd! Coruscation Mark or using am Composite Edge Rbwgl� Single Door With Sidelfte(s) (ImeningXXithsWing XO, OX a Ol FLAZU4tM mnfigurations) 11 it Themil Fiber-Classio and NonnhaI 811#39;88quottion-ImpectSi Glazed 1213101= NO Yes No N/A Centel A,— A=avmdfwLln A—,,dfU, losed mulm Cornpossiter Edge FiboMI� Double Door voth or simi I a— Product Description at. in HVHZ Outside inifir P—m Wilsout Isdeletim (Inavelfig/Outinnifing; XX or OXXO 5 Irl Vm4 Find Window Yet Yet Y. NIA wntgumdons) 12 L Thermill riber-aal and Smooth-Stor Nominal 7801 &quatNo�Impact&quo� Glazed 1203112022 No Yes No Hill Compgaft Edge Fiberglass Sing Is Door Oressivingioulavvine; Xcionfigurstition) 13 Tharmill Fibar.Clwuwc.nd Smoorth-Slar Nominal 78,11391 &ciuotNo�Impwt&,cli�, Glossed 1281 r= No yes No NIA Composite Edge Fiberglass Single Door 4ft Sidelftel (InsvinglOutsWil XO, OX or 0XO orrifigurations) 14 In. Thermall.Tru FOW.Chnsic and Smixon-Stor Nornmal S&OD.0 &quotN*r�IMWMquo� Glazed 12131=22 No Yet No NIA C�poeft Edge Fiberglass Sing Is Door ProevulngfOurtswing; X wriligural 15 0, Therma-Tru Fibm-Clessic and Smooth -Star Norninal UM:0,11liquottlo�Impetodliquat; Giabled 1203111= NO yes No NIA Composite EI Fiberglass, Single Door voth 201 ztu Viosion Rmkslon 2020 fill Windows and Call cogow. Wedims MCM#WW. Horizontal Shlor Compliance k%Mock Corfileciolon Mark a Listing I HS 148 Fl. and listings I— r.00 V,,I- M.,Afw— Revision 2020 sel Whid—I Doors cousigeol Whd— @ubCMWry.- Liug� Occipital Ill I I Evaluation Report tom a Florl firegamneclAtchelson or. Licenced Florida professional Engineer EWIZU&MAMMM IMA a 2�w liter or a,- 2 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail OR Illegal or 20 291 Dm Pmvdna no xwwlm aggagiged fAGAMMA A.—nised son Igrent Merger AmedcahArdkwuiW Steven Nt tell PE 1001:1111i IGAM020 111`1912(120 Approved tTI71 355-33DO A.—*— f7M 31?-6454 bsfflhgefemkvd� AsibroMfor Use A=Ovsd for the jauggist DMW Product Disease- I, MWHZ outside inner Assistant P,—, 73.62 Insulated Mo. 020`10nill No Yet No -58.135 Florida Department of Business & ProfwslonW Regulation Building Codes arid standards Product Approval Application Detail WINES=- WASSIMMENNEM real IF.=I Ens, or no 2" 29LEwdm 2" contest Emilseer & License VAdgd Ik xdwdtd $Ldmttid FBC A-md A,,r,,d am& som shosper I.I. R Lol PE Skoven M. Ul Pli loffier" 10le)(Il 1411912020 i2rism2o Approved (717) 365-33DO Pl (717)317-4M64 seuxAmoom agommugLun hxzmmdlgLuu losses 219M Product discrete- SgDKKLKmkdlmLw& In Hill addkAm jagMg" P— Visited Murrill M.1r.. 1=4121124 No Y. Y., WA is 17 p. Thermai Fiber-Chmlc and Smooth -Star q. Thentroo-Tru Fitw-Cimic and Smooth -Sher Sidelftell OX or — wnfigurstons) Nominal 151liell 411,quottill mpacb&qucC Gazed Composite Edge Fiberglass Double Door WM or Welill Sidelites onseving'Ousivil XX or 0)%0 confillumentions) Nominal 06,0361:88quirtNon-ImpactlNi Opaque Composite Edge Mbvglm Single Door With 1213112022 1211 Nlo No Yes Yas No No NtA NIA Florida Depeftent of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail lm=l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pago2on itemi has iii je�ll Transom (InsmingKkifinil OlKoonfigutation) Is r. Therma-Tru Fiber-CimsiD and Srincoth-stor Nominal U*'39;8 SquatNon-Impoet9i Opaque i2li No yes No NIA f&k ]!may per oft ga DM Pugift go 296 ErAity or 2n au Dm ftnd- go Composides Edge F�bwgl— Single Do., lith am varigurn mmudbduw Contact xmwim ligaggligat RacAllartral Ationneved varill aunuractu� Jill III loduffALWM vowdsta mdumm attaidget FBC Ancient Allusions AM& Skelail and Transom (troliving/Ouboverl Ol (YOK Of ol configunitions) Revision 2020 Jam" Haiti Burkina Products. Irel ChadDlacks V. Andrew Ten John southand, P.E. ows,2021 12/14il 01/OW021 ding Far Appir, Revision 2D20 A1.1d. Nick Thompson Lymlon F. lachinkit, P. F Ryim J. Kil RE 02ri 02,15= 02=12021 W3M21 Approved IQ a Therma-Tru F ber4CIall and Smooth -Star Nominal SLiM;B&quctNon-InV&daquot; Opaque 1211 No Yes 1.40 WA Cusew. Panel Wells (909) 545-SSU Mals$2 r352) 361 cia� Penal Walls (330) 922-2389 PE-43409 (813)767.65M Composite Edge Fiberglass Single Dow vinth VAC&topfr. SIdl Shcdg.r. goes rithompoor@eJudo.rosir ad.ibg.) pri-910.1aning XO' OX a OXO COMIIancs Soho& Evolution Repon trom a contest Mdhd.- Evolution Rilport from s Continuous Hood and SIR wnMgumbors) Flored. Fogletered AmbUd Me Licensed Flarlds florld. lit"IstimodArdilloct cris LI—d Florida 20 t Thormsi Rber-Clauk and Smaoth�Sar Nominal B&SM.0 ilkitictflon.ImpactIquot Opaque 1211 No YM N40 N/A Professional Enreenter Professional Enentor Composite Edge Fiberglass Single Door With Sidelibill QnsivivingfOutill XO. OX or OX0 FuNstaillasamilate fumgm4L&Mo Continuous Hesed and Sill configurations) QWtbf Assurancm ARS901ttLW Approved for Us* Impact Dedon cluster A� Am�M far thes A-,,d fee U- b= 2adM 21 u. Thermai Rixer-Claski and Smooth.Star Non"Ina I SAM. 8 gliquotNon-I mplectIliquot Glazed 12J3112M No Yes No N/A am" Product NOW, Nuffloor I N� Produld phcdown ccrawmmmmam In i outside HIM assistant Pressure 4"4 Product ModaL Nuwbw or Mom PldLt thestration in HVHZ Outside KVKZ R.Otot Pnemu. Composite Edge Fiberglass Single Door Win SdelWo) QnsviengfOulsvine XO, OX a OXO I Compeek Lisp Siding iber-comoril opsitfing 1=11=3 Y. Y. N/A WA I a &CIU027"lliquirt Sofilt Vienteredidwill" 1211 NO Yes No Iii Continuous FWW and Sill wrifiguratkins) 2 H�d.Pkk Lap Stfing llbsr�cvrnrns spiluding 12OU2023 Yet Y. NIA WA 2 Ic liquat',41fience T4&qvd; III Visit or sold vol Seat IZ`3142023 No Y. NO WA 22 v. Themse-7ra F ber�Classio and Smouth-Ster Nominsti8&'M:D&quct4Non-Impact&ctuot Glazed 1 7j3l/= No yes W NIA 3 c. SiciuctGreentirlar Vinksois BoodiedMI San Verst a Sdid Votes " 1211 NO Yes No NIA Composite Edge Fiberglass Single Door with 4 1 &Mlt;DS&qut Scene Vsht or Sdtd %,W Sent 1213U2023 No Yet No WA SdEWke(&) OnswIng/Ounrill XO, OX or OXID a . lqu�i-.Ch�hr Colisli Soft Vent or Solid voi ads 121312023 No Yet We NIA Continuous Head and Bit conflipuratiorml --- No WA 6 1. liquotsper spialiquist; Sl Vol - Sold! Very! si l2ti No, Yet, No WA 23 w. Themise-Tru F-lber-Clamic and Smooth -Star Nomlnal—,.&q Non-Impeolquot ,-que 0 as composite Edge Fiberglass Door Panels with Vented gdatWr) ontevengl0orming; M >=or XKKK tionfigunittrims) 24 x Themns-Tru Fiber -Classic and Smocth-Ster Nominal SLl Aquottion-Impactaquot Opaque 1211 NO Yale NO NJA Composite Edge Fiberglass Door Parealts With Vented Sidelibil (ImiWngtOuzevvIrV;)X)OOI config.refi.n.) 25 y. Thormil F lostZlosse and SmosithiStar Nomino I GLqM;S &que3tNom.IAVOM&quot Glazed 1213112022 No yes, P40 NIA Composite Edge Fiberglass Door Panels Win Vented 20 27 z Therml Filbser-Ovel and Smooth -Star za� Thernme-Trul Filber-Classio and Smooth -Star -qdeike(s) OneWng�OutmwV; )0( XXX of )001 configurations) Nominal S&M;O&quotNon-lapacMquot Glazed Composite Edge Fiberglass Door Panels with venteed Sdelth(g) Qnswrigil(hillsvil XX, XXX Of XXXX otinfigurallons) Nominal 8L"9;8 Glazed 1211 1213112022 No No Yes y4m NO No WA NIA Florida Departirkeret Of Business & Protmlonal Regulation Building Codes and Standards Product Approval Application Detail Paiii 100=1 —itill s a I —MM Composite Edge Fiberglass Single Door with 38011 llll'lil� 1111111 a 111;! i 1, 1 �� Sidebel OnssilinglOoreving; XO. OX or OXO conligumoorl Entibir cor Bal Dow had- aft 28 z1b. Theirmil-Tru Fiber-Oassic and Smooth -Star Nominal SLqW�U SquotNon-invact&quot Gerald 12ti No Yields No NIA vareliken mmwtadum Cartel Endmw&Lim� idddLk &WMXW FBC Assirmoll ADonrM VW- Wrfb— Composite Edge Fiberglass Double Door vift It"eks, 2020 TAMKO Widing Produces LLC Kind Eden Robort Nominal John W. Knovervilich. PE I W 41 0909ill 1011212020 12M5=20 Approved Rortsion 2D20 I-V. Thorripsel Imi cba Thomption Andutill 38,030.0 Sidolitles OnswinglOuseninto; OM CdqpW. Rooting (41T)OZ4-6044 PC-521" (954) 7721 MWW,Cnp.yITAMCD! 20 The�Tru Fiber-Clarnin and Smogth-Star oprifigurl Nominal 8&MO &qvil Non-Impactsiqual; Glazed 1211 No Yet. No WA flulliCatel UrcWoy�rts CKODW. Rooters "CaopW. posting At�*ssWw that we an Composite Edge Fiberglass Single Door vilith 3030,,D Compliance Okshot Einduallon Report fors a Imearriel crinoline Rol Sy.1s. Sdolke(s) (InsviinglOunill XO, OX a 0)(0 Rolds libegistered Andiftact we U��d Florida Cwolmco Moho* Eimivagm Repon from a 30 zd. Thermill Fibor-Oassic and Smooth -Star -nfg NomrM'Q!:O&quotNon-ImpwAquct Glazed 1211 NO Yss No NIA Prohistromill Engin— Florida Registered Architect ol a Licensed Florida Cornpositse Edge Rbwgtm Double Door with Profeselomer Engineer 331 Sidelfies (InsusnWOutlevil 01 Qatar, A-- A,,,,dlU,, Amwad for Use Is" Dow, FL*IM8412FhW,,k olinfigurestion) AMA Product Distinction 1, HVidt oubdd, HM Resistant lerem. 31 ze. Thermal Fiber.C4mWc and Smooth-Stisr Nonflital 7'04qUotNon-impgct&quo� Shaker Series Composite roge Glazed Fiberglass, Single 12/31t= No Yet, NO NJA I TAMKO Rod Unded&WrWft (Hl Rod underfairral for use in F SC HVI-a Cell Yes No NIA WA A2&1 her or a. — Door Win or swithout 1 Ill Sdolle(s) jurudlotions. I T=AMCO ItTopOl�Ftdg&VeMwNhBOoix Tic (InoWng(Outivineg X OX XO or OXO configurestions) 2 TAMKO Rod Undeftrr�ft (NON44VHZ) Roof-dilidaylvents fix... I F&C, nal 0613112023 No Y. NIA NIA 2 TAMCOG*mn'divtm luirwotions. 3 TAMOO Off -Al Relief Vent with Salk 4 TANICO Round Top Off -Ridge Vent WM B&M for Me Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#5259-R31 pallil Entl 2= 20 2da Status YRg Version Manufacturer Conta Engineer & validated Validated Submitted Etodl= ARgERW Approved Revision 2020 POLYGLASS USA fulauryiAlplK License John W 1011 101221 FBC 12/15/2020 Category: Roofing S954233133OSrrialpert@polyglass-com Robert Nierninern Knezervich, PE Subcategory: PE-5gleS (954) 772-8224 11101 =20 Undedayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FLA6250-R31 Engineer Producb a-# gUgMAnuone contract Ep*jdm Produce Model, Number or Nwm Product Ftion Dot* Aammd.fxllm EZU— AiliMmedIaLLIN Agl� b= ResMat Dedan Pressure I Polyglal Rooll"Underlayments, Rooling undersymenh Toill No yes NIA 4N/A1-=,5 1 Polyal Rocif Undeftyrigentill; (HV`HZ) lootAll roof underal ents for use In FSC 1211 Yes No NIA IVA HVHZ juriodicfi�. 2 Polyglass Roof Underlialinsidift (rkon-HVKP Polyglass roof underhayments, for use In 1121731= No yes III -NiAll F8C no"VHZjudadk7dons. 1 Polyglass Roof UndeftymwIts (HVHZ) ma"rW ridialaymentill use In F50121`23UM ur" Yes No li IWA Julie"", 2 Polyglass Roof Unclorkervents (rion-11I PoWass roof urkhournerft, for use in I Zri No yes fill -NIA/I FBI noni jtjdWied�. I Ppyglass Roof Underbationents (HVI Pollyslass rod underlaymern for use in FBI 2/1 Yes No WA N/A HVHZ jurisdil . ons. 2 Polyglass Roof Underlayments (rion-Mili Polyglass roof underlaymerets� for use in 12(1 No yes NIA +Nll FBC narl jurisdidfions. I Polyglass Rostf Underlialingents (HVHZ) Polliglass rol underledimerift for use in F130121`230023 Yes No NIA N/A HII juriedichorres. 2 Polyglass Roof UndeftymeM (noth-HI Polygess roof undifflayments, for use In 12F23rd= No yes NIA -N/Al FBC nol jurisdictions. Qk 10 Vista- itioldiall Revision 2020 Lorms— Catogel Rooting SubCdaoW- Risen Aacessessers thin we an Inesteral Pan *fine Ratellia; System Compliance Israel EvWuBtkm Report ftm a Rol Reo*el*dArchfted or a Lionel Florida Propersional Engineer PIM7JR24tB PWLft recreation DA4 or TRJI till Dill Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application lkftil Pill BrARy or Daft Penalties Centel XadauLLIAM )Uadm" Llbittd PSC Assassins AROMM VenNon lknufiiftm Killefins J.Iky James I Russell P.E. Steven M. ul PE Ilr23nM 11)23rM ill ding RIC Appir, Novel 2D20 Scral Retail (501) ell PE-3`1242 (717)317-8454 Cologel Rating loelltvalomm-. BLOC.Igr. Ruialling-not Compiler- Nkthd: Evalial Report from a LififfilibigiltbilaggM Product Evaluation Enflin, Ew product ligial 0 Agavol for Use AWOVed fair Use hrmad DOW is sell �M!t!ftn-wy—ue-. spa Old Engel BUdWSaWAUMB iLk= 2mgmmm phishelent p� 7hotch & sixect I— Profile, Palypnipithers, Pladill RW Vork 12(1012025 No Yet No -97.5�97.5 17 Steel 800 - Sol Shake Amp: Split Shake MochornicallyAllethi Plinimilid Dod, I Stimey 000 - Skitw, Shah. Amp; Split Sl I Sell 700 - Sh.k., Allithe 4lial SON Sh ke 2D 2r a Sift Short T=140 - Oak., Sid. a..V: rim, IllarictIcer. 28 mm Florida Department of Businell Professional Regulation pospeiterl Building Codes and Standards Ir25=22 Product Approval Application Detail I WWII KNISSIM111"ll a I , '' I i t I 1: 1, 1 le: 1! 1; 101 Eidibf I 21A 2all Dot, Poredinse 2alit TV- Version Manufacturser cc real Engineer a ueenft Validated Ov Validated SubriMod F19C Approval Approved stdu a Were- viousam Revision 2020 Ali American Shoots" Glass Mks BafbW Frank L. SenrwdD, RE Troy awmp, P.E. IMW020 1011V21020 11105= 12115=0 Approved Rental 202(1 Alphiss Call Shutters (561) 712-OW PE4X)48549 (954) 947-0880 Callogoll Structure Components SubCatogW Slamn Panels mikaboalle�loanMutte ObC~,V; I— Plater compliance MeM*d: Evaluation Report from a mmm compiler- Method Evaluation Report tom a Florida Registered Aricliftect or a Licensed Florida Product Enuation Entity Firdessional Engineer LUMN*&Lbgam FL&fY"svMPI*dUcb QuaWyAsmmnm A=aond for Use Apenowd for Use Impact Design am ProcWet Mod]W. Number or Name am# Product Modal, WmW or Mom a Product DowrioMon CMUIPS expiration Daft In MVHZ outeme HVKZ RW"M Personal 1 17W 190GOjores HW— sh..gth tH isel a) I 24ga Galvanized Steel Saki Panels 241 GoNsunqued Steal Storm Panels 12F3102022 Y" Yes yed, N/A 2 ITW SOGuelairse Hinge Plot. 3 4 ITW 13OWAlpine Intlor ITW OC(UNpino Won I'lorlds Oupertment of Business & Professional Regularton Building Codes tired SWricbrds Product Approval Application Detail plate 1 all 14=1 trAy a Ra a" cm poro&A W& CKLia Endroust&I.Ilt—, MiLbmm mod" somam zwawnmt ARMMM a" Tony Christian Zachary R. Pr" Steven lit Il PE agn7rAw OWIW2020 011=020 1205,2020 Approval (813) 248-3456 PE-74021 (717)31?4M4 torryditionsouserodingtom 26 1 $We roofYodMa withe their 20 OL 20 1 *do roOveWWW was Integrated bdk 26 ge. ddo roarva"a with bome GMtvAswra= cortaid Eyku- DA, Acorizindleol in III Aroviad for Use 26wgLmm UM ASWIM 20M Emma QW=M Yet Yale NIA WA oaver2m No Y" MIA -00-52.5 0910120215 ya Yes NiA WA 09,0612026 Year Yes Nhk WA Florldis Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I i U74421 rmlv or a" LIMA Db-F%nd- 20 Cartel E,,bmILI� VaikidW & tiwod fthadialf FBC Postal Averaged And— Rcbio LAPNIO 1.1.1form 0.1u.11c. GyW.Vfttk. IIM3)2D20 11/02i'l 11105M2D APPrond (901) 380-6001 SeMoss ILLC� (205)11154-0,161) Robinvindersomillionel in cousin, As� AwravadfaUn AwryAdfwUu Dodm neasLatiamm Feet Front - Denver, CO Covered iaMmtI- Dd, Imifilazo LMM 2WA6.1= No Yet amiom NfA cr= Fiat Profit - Shieldon. CA 1 V31 r2020 NO yes NIA NIA Fiat Profile - quite. CA i2niiii N. Yet NIA WA Flat Profit - Stki., CA IZi3i=0 No Yet N/A WA Flat Prone - Rl CA 12131111 No Yet NtA WA High Recall - Kelly, TX 12131r20i No Yet NIA NIA L— Proft. - Kety. TX 12131r"o NO Yet NIA NIA Florida Diaparlment of Business & Protealonsi Regulation Building Codes and Standards Product Approval Application Detail Pirill lfll ErMW or Doe p�dm 20 contact commoLALkam Validated 6, tw.&NLMA humum a" Shuirt Lel ICC Pniustles, Sol LLC WIN. M. Raill PE 1013IM20 10n2r2020 IIA502D 11100&20M Approved MI)710-3377 (4071681-1917 pulses, Assurance FmdLet DOWndtom COMM= On# Approved fee U, Apordiessitcalliess In 11YHZ Outside HYM knmd assistant D-d- PMWM V..Wl Connector phile Yet Yet, NIA WA metal O"Odcr Palo 12131QC24 Yet Yes NA NIA Metal Connector Platt 12`31121024 Yes yes, NA, NIA V.161corinectorphise 12`31/2024 Yet, Y. NA NbA Florida Departnizent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paini 39=3 Florida Disportmank OF Business & Professional Regulation Building Codes and Standards Product Approval Application Durtall Pool Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dirlaill Page I I OrAmi ISIMMMM-01FAMEM&M Rob I!11�111'j &Aft or I 111ji 1 1 '!111! a" 1 1 a 1 11:11 am Dl he's- WKWEREW 2dit 216 lmly or 094 Pmclm 1 !111! gil, 1 -- III I 299 1111,111 Iil�i mm- ErAft ar 299 om Daft pmam an IVD- V.,d- ounu%mr. Conrad bmiln— A 1.1comels %OgddMtpd 81 Vale".$ btfalbd PbC Approved Approved Dole versions liggailial Xdddmm Yiudft MOWM FOC Ambient AMM=d J&" In Version mmu*Abm Centel Validated 0, VdMid &d-&W EWA..Miw A,--d Iwo Revision ZD20 Mnbk Inc. Eft Winds. IOC linluel Swil LLC ICC Evoinel Sirvical DiA32D23 1=002I a1103112023 Approved Revision 2D7%) Watio'himuster Rob Sell ICC EvameI GOVIM. LLC 1. Lover. P, E. 02il 10113020 OW30D21 Apprised Affirmation 2020 Npft Aluminum it%. jakc SM Luft R. Lomas Steven M. List. PE IlAsimo 1 III&= 11/211F2020 App—d Camel stnidurall comp —it. i952) age-ms ll Centel Structures! Components (251824-8475 (606) $3641268 Centel parral Wallis (407) 509-20011 PE-62514 (717) 317-6454 SubCaliqlarl Trust Platers invoidismiliniii... (205) 599-9800 illublookligal Minginistred Lumber Robartlieldevinglivensh. SubCatWry: Sdft CoMtlM"M4Wod: Evolizzlon Report from a Complwn Msdwd: Evaluation Rated from a sure— coal late Method: Enhasson R pan Inkit a I "I" 0.0off" Product EnhaNn EINY product Evelustion Il Florift Regler—dArthisect a . Licaresid Florida FLMtt4tth ProdLmb FLMBW" PhkM, Preliessual Eng— CkW&, A,— A�avad for Um Acetone far U- ft&ag gamm Oulft AVWXWM Attained far Use AMWM tor Use A= 2aft FLihfb"41§fkvdmlft AW fircell Model. Number I Nourse Product Descried- Central Eiabildhor Dole In HAZ O"lb HVHZ RWU" le —re AMA event— pnmw D—hXkm C,*,d Ebktin bear In Rvi out" HVNZ Resistant lers—no QuWKY Asmsome Angm2i for Use Approved far lease law& Doskn 1 M16i 14 go. Man Strength misse connector plate i2ri Yet Yts N/A KJA I W. LIVAL Lorrinotled Vemser Lumber 03i'3142M No Y. N/A WA AMA ft2amatux" constrall Etiologies Dole ILMM oukkb HVMZ Rdold P—, 2 MISSI 18 9L supor It Igh arength trust c onnarder phze 120111 Y" Yet NIA WA 2 3 P—b. PSL 7xiblerStrand LSL Perot[.] Strand Lumber 03/1 larrimided Straid Lmoo, 0311 No No Y. Yet N/A N/A N/A IVA I Alpha Aurrilrem 19did ":VersedAluminum 3:11111 Alpha Aluminum solid Amp; Vented Aluminum (IT13I)l No Y. No WA 3 111 18 16 go. husisconneclarpole 12r3l=4 Yet Yet NtA fWA 4 TJ Rim Board SruftM Compete Lumber a Ohwted Strand OW314023 No Y" fill WA CMIJ &*trip; Wood Soll CkC ilurl Wood 4 MTISHS 14 ga. high stroagrith trust (Asiffl1i Plate I V31 =4 Y" Yet WA N/A board Rim %mird 5 MT20Hs 20 a.. high onsingth trust cormild. pli 12/31=4 Yet Yet N/A WA 5 Werinstiliesser Run Board oriental Sister Board IN. Grd 0313IJ2023 No Y. N/A NIA a TI-16, el legatiesscomill Ft" 12131=4 yoss Y- N/A III I TL20 , MT20 20 gal trust conned: plates, 12131=4 Y. Y. N/A WA Im BA vardson Revision 2020 set Wisdoin oil Doors Centel lielsidows "Cgepfr. Fixed CompMsmo NWho& Conkficistion Mark ar Listing FLOIBIISmtp..bd. -401 ft= I leg PW ga mm Voral gmtdwwror AftYWW 2D20 PGT Industries Camel Wrillows subc*egc.r. LUOI.s CWWIJ� Method! Cervical WAA I Llsing F"4tt3PzodwtB godaL Nwftw or hill Doon and Ilifind" Aid. Revision 2020 OAF CmiogW. tool gLtC*Wfr. Asphalt alffights Impilm" Method: Evaluation Report froin a Florida Regional Asserted a a Lk— sed Rcrlds Professional Engineer OAF Asphalt Pool Shingl" for Yet In FIX norl juradliction. (D -Cu Florida D" rtment of Business& Professional ReguiaWn Pool > Building Codes and Standards 2 Product Approval Application 0stall CL 0 C 0 1116— library or Ratt aul Cot Postal an CU AWKIM FBC Assuage A,,r,�W MSK grant attriges American Architectural Steven K Loch, PE I I =Q= 11/22l= iiamm2o APproAd 4717) 36"3DO hermulacturiers Association (71T)3174454 cu 0 0 L— Anarminedforlia, Agauggialliquall JIM" gulgig 0 0 OUM& HVKZ Pressure 73.721noukehidohless 04iol No Yet, W-60 0 U— No CU I- CU 0 CU 0 > an Coil Cie) C) C= CLI "110 Z. LLJI (D C) An (n J= 40 CU CL cv, CIO Co III C.4 U) s< C31- M C-1 *A I cc L-4 cis CL. Florlds 0spartriffert of Business & Professional Regulation r Building Codes and Standards CW Product Approval Application Detail —C co ErAft w catio engineer 9 Umrm ValMded IW vwwmm aLibmlftd PBC AMIMA AparoVied %2* Joel eliminated Illant-Onde OCCO - CER Mlrr,�[Md. 13CCO - VAL 1110I 11,01kil 11i —21-Appi- (941)48"100 (746) 315-25M 111111. 4 jmso.nkiQpgdrwdustdes.c C) on Guests, A— Amnrndftum Anointing far U, knees Product DooLliedw Cgogt[hgWIon Do* In HVHZ outwcb R"hud pnmtn Aluminum Mullorar Yale yes Yos ti Z Flonds Departreterd of Bussirseesse & Professional Regulation feel Z Building Codes and Standards Product Approval Application Detail E,W or Date ftd- li&WAIWM &Nam FBC Argentina Platoons! Michael Such Rs1notNlomI John W. f(nm�ich. lor. 12MSI 121117=2 12rW2022 020071 Approved (800) 7all-34ii PE-Wist (954)?T2-6224 .�t.h*W — mi Product Conecristion Roorgion relinfornsidl 340b, lmtn*od. III and hiphidge saphall shingles cud" Assumme AMOMICrUm Approved for Use IMWA pedw ConWad gn"lonDm In HVKZ oubkb mvm Redo=* Pcomry 121,161 No Yale NIA WA Florida Dopertmart of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paill fami so= an an Dm ftntim 2&t TVM version Iftuk.Wrw classes eal,— A U— Valid" lk VWld.W GubmEM Foe Approval Ailerons! a.( — Revision 2D20 Florida Militia Produch. Inc. Clark Jones James 1- Buccer. P,Eo Steven MI Vrll PE 092712020 Enlr2fi= 10AM020 12MGM20 Awomd callsoll Reseling (904) I&N4400 coucKr.00-riri (T17) 317-8454 SuloCatogirren Recilling Accessories thist — an dw-- PI hall Port orthis timing System Compli— R.Md; Evaluation Report from. Floods Registered Arcrifted or a Licensed Florida Prd—lo..i firtigirear lignaLanoma QuWWAs� Awron4WUim Approval for Use DM 2im e" asolaawAda" Colonel E,,dml- Bit, In Hill gmtddLww Rdtd P—, 3 oil "'Move her III ("I Aluminum All Vents for pftod no*% f*Moated IV31=4 No yes 146 NIA fr.. 0.025Amitin— Florida Department of Business & Professional Regubbon Building Godges, and Standards Product Approval Application Detail P.O. 1 of I sma i I III I I Itill E Me; I law or 2M 20 Ode Fmdm 20 mm version AbrAdb=w Contest ErAl� L UUM# valdftd By Valfted OAMM*d FMAM�W A�Vod site& RoWelon 2020 Global Probe§W Prodirds. I.I.C. Tell Robinson Walker A TIM Jr, RE John W. KnozrAM. PE owo&m2o 0&0&'2= IDO(i 120151l Approved Cg.OW. Sh.tft. (854) OW7545 PS-44187 (954) T72-8224 g.bCkt.ocIV! leorm Panels UM.fM�cappord.m Compthrone, 0~. evillurel Region from a in Rol Registered Arthled a a licensed Florida pt*tso?mpro*An Rofnaftel Enchim CL,WftA,— Assigned ft U, Assigned far Use lem a"- PrOdUaMbdbLNUFnbWffN� aamML202ado In KVMZ 2MAbJ= But" bell 1 20 Gill contains S" M— IstindrHY142 Corrugated Galvanized SW Storm Panels robilmed 12131)20M yal Y. Y. WA a rid by times to Provide hurroxime pscieclon. 2 24 Gage Galvanized steel Stwm Panel$MHVHZ Corrugat"alvanizad SM Storm Panels robilil i213In023 NO Yet, Ys WA a not by rocks to Praise hufflame prideakill S20 Z= version saudigm Re"loon 2020 Commesdal Console Proshki Centel aructww carriocrents sti"oaorr. Pfodias Introduced a. a Result of N—Tedundogy Cwpll� Method: Evaluation Report pill it Flord.11thighthirsidAn:11i 4 oris U—sed Florida, is" pi-diessioni Eiginest FLOI?744t# iw KM I Quality Prescom or Corriondal Concrete Produills Florida Department of Bususess & Professional Regulation Building Codes and Standards Product Approval Application Detail peas I orl Irl IBM or Asia gall Daft Pmdm alit 9RWAWAI�3M V.IkL.Id do xgww Bit=" FBC A-,vl A�yd Rclm,Omv Bomelk Osterberg John Hey 12mal 1211611 12r2wo2o dre, FBC Al isi 31) as""? PE-34245 (35Z SM-531 I Peoustationillboseeco— gWdkAadU= AMUMndJKM 62UMM91OUbg mum am" Frodot DmMedw agm3diNksmam An HVINZ Outside Hill nesiKmt Pusaft Proxist and Protocol Constrate Untaks 051 NO Yes NIA N/A March 6, 2023 1 Cn E co co CU > 0- Goal 0 16— Cl) CM) CU M =3 s< all. 0 cu LU < Z Z SHEET NO. 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Dor(8lddmx 47-fa'x W19eAiW7 No YW No +rasa 06 AI GooftrAmoromm ANOwWOfar INa A01001 or UN —WIN Rif Amt famuk*dkmadm 1,RvHi 911011111m J NMW ftm 1 sminiaDremlepasria", mrkl(Meaoor MrgA 24bneIVX BlemgOWSDpor(061/rC 0112/40W1 No YW No +28,m m•11a7 2 BetW lMaFiaDrnPNoaMl2allmm00Naecoa MN IOGb Rol FbN'm Dow "Milk W-la-x Willim No NO Pie +4a-10 si-im S 6ebs laDrEmmpae wAur,tl simmobwDear 1hg42•Hr,d Y)1P BIkag Gbalbrl7?se2') ovalm2 No Y40 NO •7e45 4 61,4e1400ral mPasorm", alwitAmo r angaW7 No Yn No +mm mvrl flNm4B4n4pftd.mm noOL KKI= AmmalL2GYb homethr.Wm *ANN aadm &At t 1. gwdkl= Amddlet &amm 1 8rW1gDrsom PmrAmPla neolmow " 2•FMOI'Or ahag,iM Doer MG-107x 0104021 No Ya Pie +2$60 90,1m 2 1orW IS or&mrnpm WAWM Bilk" Ohm DW WM mkgb Pont Ford V Door (Mork Wirx 02nOMW2 No V46 No .Ia•4o m-inn 8 SrM t60rarxdmpaarxgMBlllltleDWdDder VYM 2•FMd'Ox'elldl+g Oda DPer p2'x0s� 0e124IW2 No Va NO +204e 4 socks as Rr P1115WARN"mlk"Mmoaa %W11kvwPailF1ad Nr0W(aNdg47-t@'■ DAM IIGN ND Ya No .00-26 m-112') Rod" Deparonsi of i udnasm 3 Pmkadmnal Replatlon Building Codes Hod SW XW* Product Approval Appllleddn DOW Pyo1 e11 andim ct CLh O C 10 6.7 V) — m V).04V t V) y O cc Q r LV `1 3t = 4u W CL c > E s c aI mCA3 � E d t? q +r i to W O N �..� U .� O Q Q C O O t` C cu -p _v O CU Cn O C O O W O U— O . � -� � E t` Q� CU 0 .= �-a/-+'� 4✓/ Q Q z z W J Z C- �\) C r/ _ CU O CL O 0L L r1 U � O L N -f� V CU m Q H O LCU L W � � ¢ O z � z J d March 6, 2023 SHEET NO. PA 1,2 -&- o OD s t/) Ca N �.. U ID O OL Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12I30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated p Simpson Strong -Tie 2020 FBC Approved Products updated,2rsorm2o � Q p For direct Inks to 911 SST approvals listed below, CLICK HERE. � For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals Iided below, CLICK HERE. For direct Inks to all SST approvals Wed below, CLICK HERE � CU -0 n a••� . Far additional Information regarding Florida's Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOA). CLICK MERE. For additional Information regarding Florida's Statewide Product Approval System end MSM4:)Rde Canty Notice of Acceptance (NOR), CLICK HERE. For additionalda's ional Information regarding FloriStatewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. a Fadditional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance INCA), CLICK HERE. .CD U � Cl) FLM2355-R7 FL#10446-RS FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518• to 3 M =3 M 9116" and heights ranging from 4.5116" to I I" Concealed flange CQ PAR"roduct Model. Number or Name Product Description e�S9. Product Model. Number or Name Product Desedptlonl Product Modal. Number or Name Product Description ' O version (HUSC) available for models havin4from O O 1 Titan Stainless Steel Concrete B Masonry Screw (TTN-SS) 114"diameter Titan stainless steel masonry straw 1 2 A21, A23, A33, A34. A35, A" APA21, APA8, APVA21, APVA4, APVAS Angles n9 Outdoor Accents Angles 1 HT, BTB, BTH Brick Ties 12 IUS hangers greaterthan 39N8" Face hangers in 3 r !✓ L 0 Q L APA4, 2 CMST12, CMST14, CMSTC16 Coiled Straps series -mount available widths ra 3 APB44, APB44R, APVB66, APB66R, AP888, APS88R, APB1010, APE3101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 5fB" and heights ranging from 9-1/4" to 16" O ILL _ FLOO89-RG APVB44R, APVBW. APVB66R, APVB86, APV888R, APVB1010, APVB101 OR 4 CSHP16, CSHP20 Coiled Straps 13 LGU325SDS, LGU3.83SDS, LGU5.25SDS Face -mount hangers (� O to (� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Attends Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers e � > sgW Product Model. Number or Name Product Description APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC28Z, LUC21 OZ Face -mount hangers �� Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Ants Heavy Hanger 7 H1, H10A, H2.5A, H3, HO, H7Z, HIS, H165, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths raCo 4- oa W� 2 SD9112, SD9212, SDI 0112. SDI 0212 Strong -Dive 5D Connector Screw 8 APL4, APL6, APT4, APT8, APVL4, APVL8, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heav GirderTiedown Y 5f8" and heights ranging from 3" to 10-1511 (/) 0 (� 3 SD9112SS, SO9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SOS Face -mount hangers G + o �s.� -C `C �+/-1a 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2•SDSI 5, HSS2-2-SDS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/ to v cc v / Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 C13T2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3., HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15115' ID 19-1/T. ; cW 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Dive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers t Cc; o ` SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Jost Tie 13 HTSQ18KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths r - from 1-y -W o c 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/16'and heights ranging from 31/18'to 1 a O7 r=r 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty GonneMor Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) avail all ubw% s ; 'v SDS25500. SDS25800, SDS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is ooncea E .� c c 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT920, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths rangin from 1-9116" to W C2 w Q rY 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-Drve SDWF Floor -to -Floor Screw 16 H2A, H25T, H8, H1OA-2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap World heights ranging from 2-518" to 11.114" 3 3 m 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown .Oe t 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps = y c FL#10007-R8 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA3D, MSTA38, MSTA49 Straight Straps FL#10897-RS S. 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC4Q MSTC52, MSTC66, MSTC78 Straight Straps c E Sea # Product Model. Number or Name Product Descrintlpn 21 LCE4 Post Cap 23 MSTC48B3, MSTC66133 Pre -Bent Straps , Product Model. Number or Name Product Descriotion ?6 1 ATR318, ATR11Z ATR518, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skerwable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9I16" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30'. �= 3 BP316-2, BP1/2, BP112-3, BP518-2, BP5/8-3, BP3/4, BP314-3, BPRTUD34 Bearing Plates 24 LSSJ26LZ, LSSJ25RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318, CNW112, CNW518, CNW314, CNW518-1/2, CNW314S/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewabie Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUDe6, CTUD75, CTUD76, CTUD77, CTUD67, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIB, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1I7'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML262, ML28Z. ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and neigh% ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Shad Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD38, RTUD4, RTUD4e. RTU05, RTUDB, RTU07, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5f8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU12111, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS15, SS2.5, SS3, SS4.5 Shad Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Rod Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1rZ'. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Rod Tie -Down 34 TB20, TB27, TB30, TB36, TB42, TB48, TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1f2" Uplift Rod Run Tledown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWBi4 Wall Bracing 114" and heights ranging from I IAf4" to 37', 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT, DTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8" 13 URSB 3/4" Uplift Rod Run Tiedovm System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, WBI OSC, WB128, WB12eC, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1 X' to 7- 1/8" and heights ranging from 11" to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116 to 7- FL#10447-RS 1/2" and heights ranging from 8" to 3W §W Product Model, Number or Name Product Description seas Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sea # Product Model. Num bar or Name Product Desedptlan 1 C9112.3%5.5, CBH2.37x7.63, C13H2.37x9.75 Concealed hangers and heights ranging from 10-117' to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSCSR-SOS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to M116" and heights 718" and heights ranging from 7-112'to 32' 4 HDU2, HDU4, HDU5. HDU8, HOU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23-15I16"- 12 HGLTV series hangers Tap flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 S rapstyle purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8. LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81. HHRC44, HHRC5.25f3.25. HHRC5.37131Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5/8'to 7• 9116" and heights ranging from 16" to 28". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 3/8" and heights ranging from 5-5/18" to 12-7/8". 14 HUSTF series hangers Top fiangejoist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS. HHGU7 00.SDS, HHGU725-SDS, Face -mount hangers 3-9/16' and heights ranging from 5-3/8" to 13-lf ' 10 PAI18, PAI23, PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1I2" and heights ranging from 3-7118" to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24, TC26. TC28 TrussClip HHUS725110 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426, THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-3I4" to 15-3J4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 12 THAI1.81122, THAl2.06122, THAl2.1122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.318" to 32' 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 18 ITS series hangers Tap flange hangers available in widths ranging from 1-9116'to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19.114'. Concealed flange 5/8" and heights ranging from 9-118" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5-3/8"to7-1f4" 10 HUCQI.81/9SDS, HUC01.81/11SDS, HUCQ210-2SOS, HUCQ210-3-SDS, HUCQ310- Fare -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/18" and heights SDS, HUC0410-SDS, HUCO412-SDS, HUCQ5,25/9SDS, HUCQ5.25/11SDS, HUCQ610- ranging from 9-3/1("tD13-118" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3OrXJ20 � Simpson Strong -Tie g 2020 FBC Approved pp Products Updated 1213oaozo Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30l2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130=0 ®For direct Inks to ell SST approvals listed below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For drect Inks to all SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Many -Dade County Notice of Acceptance (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance INCA), 2r rrx uaac - For additional information regarding Florida's Statewide Product Approval System and Marti -Dade Canty Notice of Acceptance (NOA). DOCK HERE. For additional information regard -erg Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance INCA), COCK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 SILBV1.56, SILBV1,81, S/LBV2.06, S/LEV2.37, S1LBV2.56, S1LBV2,68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 53I8" to 15-1/8". SIL.BV3.56, SILBV3.62. SILBV4.06, SfLBV4.12. SILBV4.28, SILBV4.75, SILBV5.50 6 Strong -Bolt 2 (STS2, STB2.4SS, ST62.8SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights sea x Product Model, Num ber or Name Product Description 19 S/LTT20, S/DTT2Z, S/H1714, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3118" to 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST80, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LE03, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRSe, HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avalable with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 331r2' 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, OSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 31e stainless steel 718" and heights ranging from 9" to 32-1/2' 5 THGQ2-SDS3, THGQ3SDS4.5, THGQH2SDS3, THGQH3-SDS4 5, THGQH4-SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1.OIt6" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (rHDB25158RH, THDB37158RH, THD37212RH, Tien HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-1W'L FL#11473-R5 FL#13904-R5 27 RR Ridge ratger connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Product Desariotian Product Desorption FL#16230-R8 MB" and heights ranging 9-1/4'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4-82SOSG, CCTQM5.50-SDSG, CCCQM3.82SDSG; CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16,HISS, HI6-2,H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-115 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4KT, ECCLQM4.82G•KT, ECCLQM5.50G•KT, ECCLLQMD3.62G•KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesvefor masonry 5 HETALI2, HE7ALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOM05.50G-KT, ECCLRQM03.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesivetor masonry sea # Product Model. Number or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 9trong•BoR 2 (STB2) Strohg•Boft 2 Wedge Anchor for masonry }e 1 ABA44, ABA44R, ABA48, ABA48R, ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5.50, HGUMTOO, HGUM7.25, HGUMROO Heavy Masonry Hangers 5 Tgen 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABUS 5, ABU5-6, ABU65, ABU66, ABU66R; ABU88, Adjustable Post Base 8 LGT2, LGT3-SOS2 5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26-3: LGUM26-4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (rHD-H4SS, THD-H6SS, THD•CS6SS) Titan HD Heavy-Dury Screw Anchor for concrete available in 304 ABU88R, ABU1010, ASU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46. LGUM48. LGUM41C or 316 stainiess sbeetwi<h hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z. ABW46RZ, ABW66Z. ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, METAIB. META20, META24 META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.56f7.25, MBHA3.56/9.25, MSHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, ACS, ACBR, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie for Masonry M13HA3.56111.88, MBHA3.5&14, MBHA3.56/16, MBHA3.56I18. MBHA5.5of7.25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, B06R, BCS, BCS2-214, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50fll.25, MBHA5.50I11.88. MSHA5 50114. MSHA5.50M6, 8 CB44, CW. C848, C868, CB88 Embedded Column Base MBHA5.50/18 CIO 7 CBS044-SDS2. CBSQ46-SDS2. CBSQ66-SDS2, CBSQ86-SDS2, CBS088-SOS2 Embedded Column Base 6 MBHU3.56f9.25, MBHU3.56/11.25, MBHU3.56111.88, MBHU3.56/14, MSHU3.56fle, Masonry Beam Hangers FLtN6937-R3 8 CC. ECC, ECCU Series Bolted column cape with W1 ranging from 3-1/4" to 9.1/2' and FL#11496-R5 MBHU3.56/18, MBHU5.50/9.25, MBHU5.50111.25, MBHU5.50/11.88, MBHU5.50/14, W2 ranging from 3-518" to 7-1/2" MSHU5.50116, MBHU5.50118 ,�� Product Modal. Num ber or Name Product Description CIO O 9 CCQ-SDS2.5, ECCQSOS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.11Z' and 22q- Product Model. Num leer or Norma Product Description 1 X3401018.5K, X1S1016, Xi 8101"K. X01 S101 S, XQ161016.4K #10-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L_ W2 ranging from 35/8" to 7.1/2" 1 DTT1 Z Deck Tension Tie Drill Point CL 10 CPT44Z, CPTe6Z, CPT88Z Concealed Post Tie Base 2 H012, H019 Bolted Holdowns FL#13975-RO 2 XL0114T1224, 4-0114DI224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling. Tapping /1 11 12 EPB44A, EP644, EPB46, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD3B, HD5B, HD7R HD96 HTT4, HTTS, HTT5-314 Bolted Holdowns Tension Ties S 0 Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K Screws with #6 Drill Point and Largo Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB60 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SOW22458, SDW22500, SDW22600, SOW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114S1224, X01I481224-2.5K, XI 14SI224, XQ112S1224. XQ11281224-2K 012-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point '411-0 0 15 MP1344Z, MPBBBZ, MPB88Z Moment Post Base 2 SDWC15450, SOWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, PS44R, PM, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SOWHIS40ODB, SDWHIWWDB, SDWHIOBOODB, SDWH1W000DB Strong -Drive SDWH TIMBER-H EX Sorew 5 XU34S1016, XU34B10165K #10-18 Strong-DriveXU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PES66 Embedded Post Base 4 SDWH274000, SOWH27BODG: SDWH27B000, SDWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base 1221Product Modal. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strang -Drive SDWS FRAMING Screw SDWS TIMBER Screw O 19 PC44-16, PC46-16, PC46-16, PC84-18, PC88-16. EPC44-16. EPC46-16, EPC48-10, Post Cap 1 SBS/Bob8x24, SB7/8x24, SB1x30 SB Anchor Bo 8 SDWS196CO, SDWS1971Z SOWS22400,SDWS22500.SDWS22512. SDWS22800. Strong -Drive (Intena Grade) L EPC64-16, EPC66-18 2 SSTB16, SST620, SSTB24, SSTB28, SST834, SSTB36. SSTBI6L, SSTB2OL, SSTB24L, SSTS Anchor Bois SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221SOO FL#35320-RO 2D PC4Z. PC4R7, PCSZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCSRZ. EPC8Z, Post Cap SSTB28L 7 SDWS2230OD8, SDWS2240ODB. SDWS2250ODB, SDWS22800DB, SOWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector v'^� 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS274OOSS, SDWS27500SS, SDWS27600SS, SDWS278OOSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector SDWS27100DSS, SDWS271200SS 3 FPHSD34S1018, FPHSD34B1015, FPHS03481015-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Sea - FL#10866-R6 Sea 9 1 Product Model. Num bar or Name CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 FPHSD34B12l4, FPHSD34B1214.5K LSFC2.25, LSFC4.25, LSFC825, SFC2.25, SFC4.25, SFC6.25 Drilling, Tapping Screws Steel Framing Connector ICU M 2 HRS6. HRSB, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors �••a� gee # Product Model. Number or Name Product Description MSTI48, MSTI60, MST172, S/MST27, SIMST37, S/MST48 MSSC4.25KW, MSSC8.25KW 1 A. FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twiat Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7,5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49. LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, 80647.5, SCB49.5, SCB411.5, MSCS45.5, MSCS47 5 Bypass Framing Slide -Clip Connecbr 3 GH46-6. GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH6M, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116. ST2215 Straps 33 mil (20 go) §ga Product Model- Number or Name Product Description 8 SCS325197, SCS62-6/97, SCS82-51118, SCS82-5/118 Bypass Framing Connector ■ 8, GH610-6, GH81D-8 6 LSUSH325, SUBH3.25, MSUBH325 Bridging Connector 1 AS 18, AS 18S5, AS 18S6 18 ga. Truss Plates 9 9CW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector r 4 GLB5A, GLB58, GLB5C, G1_B5D, GLB7A, GL87B, GLB7C, GLB70 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLT612, GLBT518, GBLT616, GLST520, GBLT020 Glutam Bearing Plate 8 LTS12, LTS16, LTSI8, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector O CIO 6 HGLBA. HGLBS, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, Sr18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78, STS238 Straps 68 mil (14 ga) Sorel w 8 UFP10-SDSS Universal Foundation Plate 11 MTS12, MTS18, MTS18. MTS-M. MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, X01131016-4K, X0181214, XQ181214-3.5K, X078SI224, X07881224-3K, #10-1S. #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SB1.56, S181.81, S1B2.06, S/B2.37, S02.56, SIB2.88, S/B3.12, SI33.56, SIB3.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 XQ114SI224, XQ114B1224-2.SK, XQ112$1224, XQ112B1224-2K, X34B1016-5K, X1S1016, X1B1016.4K, XIIS1214, X161214.3 5K Tapping Screws Q SIB4.12, S84.28, S/B4.75, SIB5.50 Z 13 SEA2.1218, S/BA2.12110, S/BA2.121`12, SIBA2.12/14, S/BA4.18/8, S1BA4.18/10, Top Flange Joist Hangers �qy, Product Model. Number or Name Product Description J SBA4.18112, SMA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 SIH08S, SIH08B, SM010S, S/HO10B, SIHDISS, S/HD150 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies J 16 SIHDU4, SIHDU6, SIHDU9, SIHDUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 17 S/JCT, SMJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 11PA 1.3 Ai MIAMI-DADECOUNW PROD>r CTCONMOL SECiTM 11805 Sty' 26 Stree4 Rooms 208 DEPARTl1AENr OF REGULATORY A" ECO.NOAffC RESOURCES (r M) MumL Flor& 33175-2474 BOARD AND CODE AD)1fi1Nr$TR&nONDrV 510_K T (726) 315-2390 F CM) 313-2i99 NOTICE OF ACCEPTANCE (.NOA) *w*iabMidak-s"Memmy PGT Industries, Inc. 1070 Technology Drive, North Venke, FL 34275 SCOPE: This NOA is being issued under the apphcablemkes and regulations governing the use of congtructionmateriak The documentation submitted has been reviewed and accepted by hfsami-Dade County RER -Product Control Section to beundmMianisDadeCcualyand oar dress where allowed by do Autogity Having 106a iictim (MU). This NOA shall not be valid after the expiration date stated below- The Miami Dade County Product Control Sec tion (In Mtamt Dade County) and or the AHT (in arms other than Miami Dade County) res erne the right to have this product or material tested for quality assurancepurposes- If this product or material fails to pedosm in the accepted manner, the msaun&durer will incur the expense of such testing and the AlUmay immedistelyrevoke. ma dify, o r suspend the use of such product or material within their jusisdiction. RER reserves the right to revoke this acceptant- if it is determined by14&anu Dade County Product Control Section that this product or material fails to meet the requiuments of the applicable building code - This product is approved as described hesein and has been designed to comply with the Florida Building Code_ including the High Velocity Hurricane Zone. DESCRIPTION: Series '"557M 770" Vmpl Sliding Gla ss Door (Reinforced) whro 900 & 13.0 torners-L2 I. APPRO►VALDOCtmL-N"T: DrawiscgNo. mD-557o #? Res-B, tilled "Vntyi Stiding GlassDoor NOA (IND' sheru 1 through 21 of 21, preparedby maaufaeturrr dated 10.rt)5115 and last revised on 02/01,21, signed and sealed by A. Lycra Miller•, P.E.. beating the Miami -Dade County Ptodnet Control R,esision starry with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. 11ISSME LM PACT RA=r G: Large anal Sma9Irks ile Impact Resistant limitations: 1. See table 1 (sheets and table 2 (sheet D for applicable SGD unit sizes., design pressures; reinforcements glass types, sill riser (see tables B-18t B-2. streets 7-8) and anchor layout sheets requirements in 11 thru 16_ 2. Rigs White PVC, Tan (Non -white) Rigid PVC andBroveea coated (Painted or laminated) white RVd PVC to be labeled per reftxenced NOA's requiremmts. 3. Egress operable doors trust comply with min clear width or height per FBC requirement as applicable. t. Pocket walls under separate approval, to be reviewed by Building official L ABEIXNG: Each unit shall bear a pennanent label with the mamsfacturer`s name or logo. city. state and series and following stawm mu. "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beenno change m die applicable building code negatively affecting the performance ofthis product. TEIL►'' i MATION of this NOA will occur after the expiration date or if there has been a revisim or chop in the materials, use, and'or u1;arnifirture ofthe product or process. Misuse ofthis NOA as an endarsero nt of anygroduct, for sales. advertising or any otherputposes shall automatic allytesminate this NOA. Failure to coemplywith any section of this NOA shall be cause for termination and removal ofNOA. ADVERTLSEM. ENT: The NOAnumber preceded by the word Thami-Dade County: Florida, and lblh wed by the expiration date maybe displayed in adverbsmg literature- If anryponiion of the NOAis displayed_ then it shall be done in its entirety- L SPECTION: A copy ref this entire NOA shall bepro vided to the user by the manufacturer or its disufttors and shall be available fur won at the job site at the request of the Building Official. This NOA. remises & rtnem +iOA 1284419.05 and consists of ehispage 1 and a-6dewe pages E-1. E-21 E-3. E-4, E-5 c& E-6 as well as appro-W document mentioned aba+;u- The submitted documentation was m iewed by Ishaq I Clsa nda, PE. INIOA No.21-0205.03 Expiration Dates April 1#, 2026 �" 7 fi Approval Date:Marrk 29, 20.1 Page 1 PGT Industries, Inc. NOTICE OF ACCEPT 4-NCE: EVIDENCE SUTB IITTTD 2. Evidence Submitted under previous submittal A. DRAWLNGS 1. Drawing No. RID-5570.0 RevB, titled '`Vinyl Sliding Glass Door NOA (Lid". stets 1 through 21 of 21, prepared by mannufacturer_ dated 10,05A 5 and last revised on 04122+20, signed and sealed by A_ Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Prue Test, Loading per FBC. TAS 202 94 3) Water Resistance Test. per FBC, TAS 202-94 4) Large Mime Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up dregs and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 993 silicones. prepared by Fenestration Testing Laboratory: Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (emit 6 in proposal), dated 09103114 FTL-20-2107.1, PGT SGD780 Aim Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGTCA740 Alum. OutswingC.asemelt Window (unit 8 in proposal) FTL -20- 2107.3, PGT PW7620A. Ahm imuurn Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum, Fitted Window (unit 10 in proposal) dated 07113/20, all signed and sealed by Idalmis Ortega, PIE- C. CALCULATIONS 1. Anchor verification cal ulatioms and structural analysis, complying with FBC 71 Edition (2020), dated 04/22/20, prepared by manufacturer- signed and sealed by Anthony Lynn M�, RE. 2. Glazing complies with ASTM E 1300-04, -09, 42 and -16. D. QU ALITI' ASSCrRANCE Miami Dade Department of Regulatory and Economic Resources (RER). E. 'LriTERIAL CERTMCAI ONS 1. Notice of Acceptance No. 19 0305.02 issued to Kuraray America, Inc. fortheir "Trosifolt Ultr, aclear, Clear, and Color PVB Glass Interlayers'. oq&mg on 07/08I24- 2. Notice of Acceptance No.17-0803.02 issued toKuraray America, Inc. fortheir "SeetryGlavt, (Clear and White) Glass Interlayen", a xpift on OVOC23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their `gown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09/3or24. 4. Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non-Allikee) Rigid Cellular PVC Exterior Extrusions for Windows and Doors7% expiring on 1129.12 i_ 1 { I*aq L Chanda, P.E. Product Control knit Super -riser NOA Itio.:i-0=04.03 EspirationDate: April 14, 2026 Approval Dots: Xlexch 25, 2021 E4 PGT Industries, Inc. PGT Industries, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANNCE: E`'IDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUB3IIITED NOTICE OF ACCEPTANCE: EVIDENCE SUBMLTTED L Evidence submitted under previous NOA D. QUALITY ASSURANCE A. DRAWINGS B. TESTS (continued) L Miami Dade Department of Regulatory and Economic Resources (RER)- 1- Manufachner's die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 (Submitted under?V0A X& 11.-0167. 04) 2) Uniform Static Air Pressrun Test. per FBC. TAS 202-04 E. MATER.LAL, CERTffICATIONS 2- Drawing No. MD-3570.0, titled "Vinyl Sliding Glass Door NOA (LM) % sheets 1 through 21 of 21, prepared by m2nufacturm, dated 10105F15, with revision A dater! 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 1. Notice ofAcceptance No.15-0328.14 issued to Vision Extrusion Limited for their � ""Idte Rigid PVC Exterior Extrusions for Windows and Doors". dated 08,43115M 04105/17, signed and sealed by A. Lynn Miller_ P.E. 5) Cyclic Word Pre re Loadingper FBC, TAS 203-94 expiring on 09130119. .0 6) Forced Entry Tea, per FBC, TAS 202-94 2. Notice of Acceptance No.16-4920.08 issued to Vision Extrusion Limited for their 'IFE B. TESTS along with marked -up drawings and installation diagram of vinyl stuffing glass door, prepared 1000 Tan 202 and lighter Shades (Nola -White) Rigid PVC Exterior Extrusions fna 1. Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 by Fenestration Testing Lab_ Inc., Test Report No. FTL W49, dated 11106115, signed and Windows and Doors", dated 1210&16, cq*ing on 1212M 1_ � 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idaknis Ortega, P. E_ (rest Mort revised on 12/04!15 and 02/11116) 3- Notice of Acceptance No.1,"528.15 issued to Vision F-vtrusion Limited for then 3) Cyclic Wind Pressure Loading per FBC, TAS V3-94 diagram 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) N%like Rigid PVC Exterior Extrusions for = y along withmatketl-up drawings and installation ofvmyt sliding glass door, prepared 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 Windows and Doors", dated 09113115. expiring on 0913011.9- by Fenestration Testing Lab, Inc:, Test Report No. FTL 9717, dated 1107i 15- signed and 3) �Uattr Rt�stance Test, per FBC, TAS 202A4. 4- Notice of Acceptance No-16-0712.02 issued. to ENERGI Fenestration Solutions USA, a sealed by Idalmis Ortega, P. E_ (Test report revised on 02/15116 and 02,24116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN3040 and Lighter Shades (Non -White) Rigid PVC Exterior 3:.! as C 2. Test report on 1) Air Infiltration Test, per FBC. TAS 20294 5) Cyclic Wind Pressrun Loadingper FBC, TAS 203-94 Extrusions far 3 -endows and Doors" dated 09115116_ expiring on 0104121. CDE 2) Uniform Static Air Prune Test, per FBC, TAS 202-94 along with marked -up draw-.mp and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No-1"712.04 issued to ENERGI Fenestration Solutions USA, � 3 3) Water R.e4stamce Test, per FBC. TAS 202-94_ by Fenestration Testing Lab. Inc., Test Report No. FTL 8552, dated 12AW15, signed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid P17C Exterior 4) Large MisImpact Test per FBC, TAS 201-94 sile sealed by Idalmis Ortega, P. E. (Test report revised on 02.n SP-016) Extrusions for Windows and Doors" tatted t}91151i6, expiring our O4i i6J20_ 5) Cyclic Wind Prue Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test_ per FBC, TAS 20294 6. Notice of Acceptance No-16-0712.03 issued to ENERGI Fenestration Solutes USA, 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc- for their "White Rigid PVC Exterior Extrusions for VV indows and Doors" dated ii along withmarlced-up drawings and installations diagram of vinyl sliding glass door, Prepared 3) Cyclic Wind Pressture Loading per FBC_ TAS 203-94 08110117, expiring on 0128118_ by Fenestration Testing Lab, Inc., Test Report No_ FTL 8546_ dated 1110Cu'15_ signed and along withmaaked-up dsaw-ings and installaation diatgram of vinyl sliding glass door, prepared 7- Test reports No(s). 10-002-792(A), 1"&M0527. 535753-09- per ASTNE-84, sealed by Idaknis Ortega, P. E. (Test report revised on 0110446 and 02'11,2016) by Fenestration Testing* Lab_ Inc., Test Report No. FTL "38 (sanip1es A-1 thru A-22), dated ASTAM 1929 and ASIMM35. issued by EXOVA to Vision Extnls•ion for cellulosic 3. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 11 /19/10, signed and sealed by Jorge A- Causo, P. E- (Subu rbYeed under JV0.4 Nt. 11- composite material 2) Uniform Static Air Pressure Test: per FBC, TAS 202.94 010704) (Submitted under X0.4 A'& 114107 04) 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 8- Notice of Acceptance No.14-0916.11 issued to Kuraray America_. Inc. for their 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Sentt-% Glas+lt (Clear and White) Interlayer. , expiring on 07104i 18. 5) Cyclic Wind Presses Loading per FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice of Acceptance No.16-1117.01 issued to Rtnaray America, Inc- fbr t1.reir 6) Forced Entry Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 "Trosifellt• U ltraclear, Clear and Color PVB Interlaser•s". expking on 07.V8,19. along with manned -up drawings and installation dragtam ofvM4 sliding glass door_ prepared 5) Cyclic Armd Pressure Loadingper FBC, TAS 203-94 by Feibestratian Testing Loeb, Inc., Test Report No_ FTL 5. ?, dated 121 115: signed and 6) Forced Entry Test.. per FBC, TAS 202-94 F. ST ATE34ENTS sealed by Idalmis Ortega, P. E. (Test report revised on 02115116) along withrmarked-up drawings and installation diagram of vinyl sliding glass door: prepared 1- Statement letter of confommuice with FBC-5uEdifion (2,014) and FBC-60'Edidon 4- Test report an 1) Air Infiltration Test. per FBC_ TAS 202-94by Fenestration Testing Lab, Inc- Test Report No_FTL 6337 (samples A-1 thin A-5j, dated (201-71 issued by manufacturer: dated 0&'14117, signed & sealed by Lynn Miller. P.E_ 2) Uniform Static Air Pressor` Test: per FBC, TAS 20294 12"061I0, signed and sealed by Jorge A_ Cam, P. E. (Submitted rrxder A't3;4 j1Ta.11- 2_ Statement letter of no financial interest. dated 04/18117. issued by nmanilfacturer, signed 3) Water Resistance Test, per FBC, TAS 202-94 0107 09) & sealed by Lynn Miller, P.E. 4) Up Nfissik Impad Tea per FBC, TAS 201-94 3. Letterof Lab compliance, part of the above test reports. 5) CyclicWind Pressure Loadingper FBC, TAS 203-94 C. CALCIZ.ATIONS 4. RER Test Proposal No.17-0387, dated 05/05117. signed by Ishaq Chanda.. P.E. 6) Forced Entry Test, per FBC, TAS 202-94 1- Anchor verification calculations and structural analysis, compiling with FBC-2014, along with marked -up drawings and installation diagram of vinyl sliding glass door, prepareed 02 ppeeluared by PGT. dated 1209115and last revised on '15116_ signed and sealed by G. OTHER by Fenestration Testing Lab_ Inc-, Test Report No. FTL 95-0- dated 1210435, signed and AnthouyL hailer: P.E. (Submitted under.V0.4.Xv.151d10.A1), 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series sealed by Idalmis Ortega, P. E_ (rest report revised air OD04116 and 02e11116)_ 2, Glazing � with ASTME-1300-09_ -557012770" Vinyl Sliding Glass Door (Rearforxed) - L.MX". expiring on 04,114,21_ 1 r 4(w � I , hhaq L Claarb, P.E. Ishaq L Chanda, P.E. Uaq L Chanda PE. Product Control 'emit 5uperrisor Product Control !Unit Supervisor Product Control knit Supervisor NOA INo. 21-4205.03 N0A No. :1-0:05.43 NOA l�o. 21-0209.03 Expiration Date: Apri1 I4, 2026 Expiration Date- April 14. 2026 Expiration Date: April 14, 2026 Approval Date: D.3areh 25, 2021 :Approval Dates March l;, 2021 Apgrosa l Date: Ddarc% if, 2021 E-1 E-2 E.3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED E. MATERLAL CERTIFICATIONS (continue) 5. QuaPart Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr. f1--F, ASIM F 1249 WVTR Pass; ASTM D3985 Oxygme Pass, AS IM E 2190 I_G_ Durability Igo Fog Pass. (Submhwd underpretions XOA: -o.15 409 fly) 6. Quanex Part Durase complying with ASTM C518 Tloemual Conductivity 2.22 BTU -in/ hr fr-°F. ASTM F 1249 V4'VTR-Pass, ASTM D 1434 Argon Petameance Pass, ASTM E 2189 LG_ Durability -No Fog, ASTM E 546 Dever Point Devekp meat 20°F in 48 brs_ (Subm iWd underA10-4 A'tr 1 "469.05). 7- Vision Exiturcions Ltd. Parts com p4ing with PVC-AAMA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Exftud ns, Ltd. -VEX- I by AAMA Fenestration Exterior Profile Carti6cation Program (Sublt wed itnder.NO4 jVa 1S- 04, 09. #S) S- Vision Fxtr.+rinnc Ltd- Parts complying with PVC--AAN14L 303-13- (Su+bmitfed under IN 0.4 Xo.15-0469.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polywinyl Cie (PVC) Exerior Profiles for Vision Ems, Ltd_ VEX-1 by AAMA FeneMafton. Exterior Profile Certification Program- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Ft'rnearation Solution, USA, Inc. for their "Tan 3040 & light shade (non -white) N%IdW Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02. 12 i . 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for their series "'t like Rigid PVC Exrrt►rior Extrusions for Windows and Doors", espiting on 02P-W3_ 12_ Notice of Acceptance No. 20--0203.03 issued to Energi Fenestration Sohrtion. USA, Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors', expiring on 04,16,25. F. STATEhffNTS 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04,22120. issued by manufacturer, signed and sealed by Anthony Lyme Miller, PE. 2. Statement letter of no financial interest and of independent, issued by manufaactureer, dated 04118Q0, signed and sealed by Anthony Lynn Miller, P.E. 3. Prue Labeling Aft document between PGT. dated 033OV15 and signed by all involved parties, G. OTHERS I- This x`+fiOA re-%Iw NOA# 17-0420.06 (PVTwICGI) and updates to FBC2020 ('To'Edition), expiring 04121.121- 2- RER Test proposals #194155 dated 0111000 approved by Ishaq I. Chanda_ PE, expiring 04114a 1- E -5 iskaq L Chanda, P.E. Product Con" unit Supervisor XOA No. 21-0205.03 Expiration Date: Apra 14,2016 Approval Date: March 25, 2021 PGT Industries, Inc. NOTICE OF ACCEPT A'N CE: EN'II)ENCE S11BWI'TED 3. New Evidence Submitted A. DRAWINGS I. Drawing No. 3ID-5_570.0 Rev B, titled -Vinyl Sliding Glass Door NOA a , sheets I through 21 of 21, prepared by maniffactuser, darted 10/05/15 and Lut revised on 02101r21- signed and sealed by A- Lynn Miller, P.E. Note: This revision consists rephtcement of same existing installation screw with flat head- B. TESTS 1. None. C. CALCUILATION.S 1_ None- D. QUALM A.SSUR ACE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E, XLAXERLAL CERTIFICATIONS I_ Notice. of Acceptance No.19-0305.02 issued toKararay America, Inc. fortheir "Trosifolt U11traclear, Clear, and Color PXB Glass Iuterlayers", expiring on 07VS!24. 2. Notice of Acceptance No.17-0808.02 issued toKuraray America, Inc. for their "SentryGlasl. (Clear and'"elute) Glass Lnterlayers", exp;rmg on 07104123- 3_ Notice of Acceptance No.18-1106.10 issued to Vision Exttusions Limited for their `Brown Coated (Painted or Laminated) Mike Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09130124. 4- Notices ofAeceptance No-18-1106.11 issued to Vision Extras Limited for their series "VE 1000 Tan 202 and lighter shades (lion-t37te) Rigid Cellular PVC Exterior Extrusions forNVTndows and Doors"; expiring on 1129/21. F. STATEMENTS 1- Statement letter of conformance to FBC 76 Edition (2020), dated 021UL21. issued by manufacturer, signed and sealed by Anthony Ly1m Miller, PE. 2- Private Labeling Agreement dated 03MQ I between PGT Industries: Inc. and CGI Windows and Doors Inc.- signed by Dean M. Ruadc, P.E., V.P. Engineering. on behalf of both companies- G. OTHERS 1. Tliis NOA revises & renews NOA# 20-0429.05 (PLA w/CGI), expiring 04114�26. 2. The current associated PLA CGI file #21-0205.01, expiring 04/140-6. E -6 15t-7 (. z4n. Ishaq L Chan", P.E. Product Coated Unit Supervisor NQA '.No, 1.1-0205.03 Expiration Dane: April 14, 2026 Approval Dane: March 25, 2021 N N Cl) Cu O O U L Q � O 0 C .CD CD U - a '0 0 N a c 2 C= O L.L. O .� N O a Ccn, 0 Q. �o o � N x . a r i Y Z Z W J CU O Q Q U O SHEET NO. PA 1.4. March 6, 2023 cl) (U (3) U N Q -� O O �- CU -0 �- C . U Cl) � N l- -9 O CU O O .0 -� to 0 CU CU CL ca c-+ c' m N o. Ni oL N d� w a 3 cc .Q a E 0 �■ ZU) Ct5 2 O Q U L f� U m C6 O w Q � z J Z a J SHEET NO. PA 1.5 MIAMFLaADE M1AMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 2b Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv Cast 1. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0403.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet / of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, fitted "Precast and Prestressed Lintel Details" sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1 prepared by Craig Parrino, P. E,, dated March 24, 2003 and Drawing Na. 1, dated 03/24/03 and Drawing Na. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06/12/14, all 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, last revision #1 dated Apri128, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared signed and sealed by Craig Parrino, P.E., on 08/19/14. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P.E. y g revision dated March 11, 2DD8, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12"Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total oJ(13) concrete lintel specimens, perASTME-529-94, prepared B. TESTS C. CALCULATIONS o Section In Miami Dade County) and/or the AHJ to areas other than Miami Dade County) reserve the right to have ( �,) (• �,) by lied Research Laboratories, Report No. 30404A, dated 04/10/03, signed and App 1. None. ems+ 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, Phis product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. � accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke /11L EC :7=� PRODUCT EYALU&UQNJEP01MX�l1L1. 2 REPOWE 240- 2&&M.01 3 -- ---- T-IMECO FRQDVC1`k"VALLLAnQh[RM!i=TNQ- 2"n7.82 2 .�, im\c._ TILLIT TESTING & EMINEERING C 1 - - — 2.2. TIES REPORTS: Large missile Impact and fatigue load tests were perfortned under Protocols TAS a. MATERIAL CHARACTERISTICS ANI) SPECIFICATIONSP Shall be strictly In accordance with General Notes and Components indicated on TILLIT TESTING A LINBINI!gVdN* COMPANY - -- - - - - .. ----- 22. TEST REPQFtT3 Large missile Impact load tests were performed under SSTO 12-M standard as WAT THR A. TUYE, JEL, PE. tfiteca@wl 201, 203 as pler section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing WALMA. TILLI-9 JIL, P.L FT ftltT�ftlxoln pr I PRODUCT EVALUATIK)N REPORT 44 r per section 1609.1.2 of the Florida Building Code. Uniform static loads as per 'LI#L.?H.LI-1.44Ilr cAL16-N"0a061v as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 end 21 of 3N6 Iti-A.LilivanNo. lijil Section 1709.6.3, per ASTM E-330. Test reports prepared byArnedcan Testing Testing, Inc., Reports # 96-669 dated 08109/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Lab of South Florida, Report #0814.01-01 dated 03/11/02 wttfiessed try William PRODUCT EVALUATION REPORT #9ID-T3O dated 09/20/1996, all three signed and seated by Hector M. Medina, REPORT II 20-0727.02 R. Mahner, P.E., Bortz Moroz, P,E. and Henry Hattern, P.E. and Report No. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04110/1998 and 0219-01-09, dated February 25, 2009, signed and sealed by Edmundo # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. UMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 Largaespada, P.E. and Henry Hattern, P.E. Large missile impact andoplic REPORT NO.: 20-0720.01 0219.01-09, dated Marcb4,2000, signed and sealed byEdmundoLargaespada, loadings per Protocols TAS 201 IS, 203 as per section 1809.1.2 of the Florida P.E. and Henry Hattern, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters; Building Code. Teo Report prepared by American Tsang Lab of South Florida, Report No. 1123.01-10, dated November 23, 201 0, signed and sealed by Julo E. DATE: July 28. 2020 Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY- Storm Panels GonzalSI P.E. PRODUCT CATEGORY: shut*$ signed and s"ed by Frank Grate, P.E. prepared by TIlteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT NAME., 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13.2009, PRODUCT SUWCATEGORY- Storm Panels 2.&S RUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. design defined on section 1620.2 of the Florida Building Code. per OC Metallurgical Report No. IOKM-1 318, dated December 1, 201 0 Signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Pra];Wbon Products. LLC and Naiad by Jecry Jaclofeno, P.E. as per ASTM E-8. MANUFACTURER: Global PMUWAM emducts, length based on rational and comparative analysis, and in accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilleco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame Structures. 48W S.W. 51 Street Davie, Florida 33314 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 48M S.W. 61 Street dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P. E. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. de*n 0svis, Florlds33314 wind load, as wall as maximum anchor spacing vs. design wind load and panel 1 PURPOSE OF liLUA71ON: I MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Waiter A. Tillit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with . This is a Product Evaluation Report Issued by Walter A, 7111111k Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44107), President of Tiltsco, Inc. (Florida CA-0006719). This is a Product Evaluation Report lssued by Wallitar A. 71111t, Jr., P.E. (System section 1804 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/1 8110 and 08/27113 (for this revision), signed and somiled by Walter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. k"IN041", ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A. T1IIIt Jr., P.E. GIG20-3, Method iD ofthe Florida Department of Business and C WIND LOADS RESISTANCE* #%"I 1 , ..... .. % 'e�i� k. %�� 61620-3, Method ID of the Florida Department of Business and Professional Reguiliaon. Proliesslonal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind � . \ IV L -%l 4 ,�N I 3. MISSILE IM DIBE310-TANCE.- This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 16. 19, 25 and 26 of 26 of Product Evaluation Document il drawing No. ...-'-��EN4 . 'im I . - . -e� - I !:--� 44167 -. a **E This product Is being Issued an Evaluation Report as desoribed herein. and has been verified for compliance in accordance with ft 2020 Seventh Edition of the Large missift Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. been vertiled for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1. � . .---7=F,V 4 1. , I -2,4-1-�-'Zo- - 1. , STATE "It Flodde Building Code, and to verifir that the product Is for the purpose Intended at least equivalent to that required by the Code. 14, 15, 17, 18, 19.20 25 and 26 of 26, of Product Evaluation Document (P-E.D.), drearling No. 20-176. . . , I - 10. . 11. I I / I , . 1'40RIIDII%.-,q��' _ ............ 4� V X at least equivalent to that required by the Code, 4. NND LOADS REWTANCEs 24 Gage Galvanized Steel Storm Panel has been This Product Evaluation Report shall be subject to review and revision In case of INSTALLATION: 'Ti %,, 8/10NAL�";00 This Product Evaluation Report shall be subject to review and revision in case of verified to sustain wind pressures, Maximum panel length shall beat indicated on sheets 3,9, 10, 11, a Building Clods change that may affect Its limitations and condifloris 5. Installation shall be performed strictly in accordance with details indicated on - a Building Code change that may affed its limitations and conditions 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2. EVIDENCE SUBMITTED. sheets 3 thru 7, 1 0 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as WATILL D�I TILTIECO AD MON RIECOROS I P. E. RNPORT�20 % GLOBAL PROTECTION PROD LIC TS, LLC I, 20 GAGE GALVAIA&D STEEL STORM FIANELk ORWO 9 X-1 70 % REPORT I 20LOM01 2. EVIDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2.1, PROOLLCT EVALUATION DOCUMEN-T-41A.E.D.)a Drinving No. 20 476, tilled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P. E. D.), drawing No. 20-176. 2.1. PRODUCT EVALUATION DOCUMENT (P. '24 24 Gap Galvanized Steel Storm Panel has been verlifted for code compliance to work as a non -porous storm shutter assembly, as per SSM 12-99 Standard. sheets I thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A. Drawing No. 20-1 75, titled GAGE GALVANIZED STEEL ISTORM PANEV, Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part %,tP,I6 , Evaluation Report, 0%411 I fol"N - ,?,�tR A. r/, k el Z "tiIIIIIIIIIIII41, N.. 714Z N . A§� ... .... a -0, � sheets 1 thru IS of 18 prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inteRo,"� . 746t$ 1 5 Evaluation Report. o" �kt - / , - * * , " toil" 11 .. .'....'.. " "" :� A F'. . ;I� ii�� -�/,�-", ---- __,9� , � , . . /,�..-,'�\r,ENsj'--.1 -1 A .1" ,*' , , .,'% * - 0 - " .. E N .-A --, -, N - .., c - , , - --��-- --R�- - - 'A - r -- - — IYO, 44167 '. , * - � . ' e---T--�f lf�44167 1. ! .- _ - \,\Cj si -��7---/,-V- -- .. IS t-4 '- " It �� .. Z --7-N-- - . � , - ' - , - - = . 67 l 1 . /- I ,�--.'-- 7/� , - *-. . I . -* :* i - ___ -�77, 4;1,�, * i*- -Tr ,� * ' I ,,4167 .. - -2,->401, : - * * =� . * " .W= -71 . * . , , , - � , - -- ... � , -- - I ��t I-— - : I lk 7P . , - .. .. T., .. i't , P. ID .* ... / - .q:. STATE OF -'* ,% / �L% . I . i,` , *' I t, I.."PIORI'D .. . / 1 / I ... * S OF ..: I OF1101. "' / 11 I . 17 S E F . . ....., , , ... %'. " 11 . - . .1 . - , � I . - 6355 NX 36th Sftft% Suite 305, Miami, Florida 33166 - Photle. (305) 871-1530 .. , . , - `*' I .... I '"N1111111101"i", . . . . - .., 6355 N.W. 36th Street, Suite 305, hfionai, Florida 33166 - Phone: (305) 871- . . . -1531 . I . .. ...", ,"it III 4 %% I III I. - .. I . #',HTt. GENERAL NOTES: 0 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAINELS. STUCCU OR WOOD BOARDS K FOUND ON THE PM M m sumom EXISTING WALL, ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS �10POFAI PANEL SHOWN PRODUCT EVALLAT04 DOCUMDa (PEZ) HAS BEER VERM FOR COMPLIANCE IR ANCHORAGE SHALL IN AS MENTIONED IN 9.1) AND IN 92). P%M ACCORDANCE WITH THE 2020 (M EDMON) Or THE FLORIDA BUILDING CODC (C) jQ-UWZ1-oS= EVIL SPEOM �A%M - - 0 SS MIN � DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECT" 1620 OF THE ABOVE MENTIONED CODE. - 1/4-0 TAPCON M040M AS ~ACTUREV BY I 7 W SUPLOEX. INC FOR A WIND SPEED AS RECUIRED Bv` THE JURISDICTION WHERE THEN SHUTTERS WILL BE 0 AND ALE AS MANUFACTURED, BY ELOO CONSTRUCTION PRODUCTS - 1/4'# LAC SCIRM PER 14 O.S. FOR 4 I[ARECTIONAUTTV FACTOR KO-085. USBIG ASCII. 7-16 AND 5941 NOT EXCEED THE M=% (A.S.D) O"TGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, TQ & 20, - 7/16'0 , 5/9' WOOD BUSHING, AS DISTRIBUTED BY ALL POW SLRM, TOO A, SPECIALtY CO IN ORDER To VERIFY THE ABOVE cottoloom. L&T,vAn DESIGN ~ LOADS DETERMINED PER AscE 7-,e C I) MINIMUM THREADED PENETRATION INTO *OCD OF TAPOON ANCHORS %KALi BE I t/2" AND 2* MR eLco PANCIAATE PLUS SHALL BE FIRST REDUCED TO A -SD DES" WIND LOADS BY MULTIPLYING THEM ITY 0 6 IN ORDER TO AND PAPIRMAILE FEMALE 10 COMPARE THESE W/ NO (A SO) OIESICH PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 16. 19 & 20 r 7) MINIMUM THRUM PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHAII BE 1 112- NO THREADED IN ORDER TO VERIFY TNALT ANVORS ON THIS P IV AS TESTED WERE NOT OVER STRESSED. A M INCREASE IN ALLOWABLE PERIETRILPION INTO STUCCO SHALL BE CONSIDERED AS PAW OF THE REQUIRED THREADED PENETRATION PRESS FOR *NO LOADS WAS Wt USED IN THEIR ANALYSIS FASTENERS SPACING to WOOD HAS Oft" DETERMINED IN ACCORDANCE WITH NDS. 2018. C 3) MWWM EDGE DISTANCE Of LAG SCREVIS. RIM WOOD SMALL BE AS INDICATED, IN THIS. DRAWING STORM PANEX'S ADEQUACY FOR RAFACI AND IINND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITTA SECTION 1626 Of THE ABOVE MENTIONED CODE AS PER HURIMICARE MMUMOO & TESTING INC REPORTS 96-M, 26-570 a 96-T30 AND C 4) MINWAN PENETRATION Of WOOD BUSHING SKALL BE 5/8' 1/4' 0-20 SCAM USED SNAU OF I i/2' LONG MINIMUM FENIESTRATION TESTING LAB INC, REPORTS #2032 A, #2126 . AS PROTOCOLS TAS-20i. TAS-202 AND TAS-203, SHOULD STUCCO EXIST, AND I* MINIMUM FOR WALLS WITH NO PUCCO AS VVELL AS AMERICAN TEST LAB Or SOUTH FLORIOA RIEPORTI 0021 VDT-09. AS PER tAS 201. TAS 20,- AND TAS 703 STANDARDS. C 5) ift CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW WARDS BE MIND ON THE 00011g; WALL ANCHORS SKAU BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SCH&C, SUCH PANELS 2 ALL ALUMINUM EXTRUSfONS *0 BE VOGS-76 ALLOY AND TEMPER, (UNLESS OTHERINVA NOTED) SEE SHEET 2 ANCHORAGE SHALL 8( AS MENTIONED IN C I). C�2) & C 4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAU HAVE 31051414 ALLOY. (U) ANCROAS SHIAL BE INSTALLED FOLLOWING ALL OF THE RECOMMITNDATTIONS AND SPECOICATIONS Of THE ANCHDR*S MkNurAcnm" A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUMPAL QUALM STEEL. APM A-553 GRADE 50 MORMU0. G-60 6 PARELS MAY ALSO RE INSTALLED HORLZONTALLY FOLLOWAIG INSTALLATION DETAIL$ SHOWN ON SEV1<01 3 THROt 10 (SHEETS 4 4!UiLVARI STEEL DESIGNATION WM. 58 5 Ila, (WTER ROLI.ED) THOROUGH 6) EXCM THAI NE40M (Z A 0 SHALL MOT BE USED 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATIED CARBON SIM AS PER 9 it SKALIL BE THE RESPONSIBILTTY OF THE CONTRACTOR TO VERIF'( THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER M TD OE ON 50018 W/ 50 Ito YIELD STRENGTH 40 90 TIN TENSILE STRENGTH & SHALL COMPLY W/ FLONTIM, 9VILDW. CODE ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME SECTION 24 11 3.34 BUILDINGS 6 DOLTS TO BE APIA A-307 GALVANIZED STEEL. OR MS1 304 SMS STAINLESS STEEL- WITH 36 I,al MINIMUM �w STRENGTH to EACH REGULAR STORM PANEL MTN LENGTHS OVER IV-8 THROUGH 12'-4*. AS PER SECTORS 6. 8. 9 & 10 AMC ALTERNATIVES Be ' ANCHKIRS TO WALL VIALL BE AS FOLLOWS 9W III VOW ON SHEFITS 3, 6 A 12 RESPECTIVELY. SHAil HAVE A LEGIBLE AND "CADLY VL54U MAJOUNG INSTRUCTING OWNER OR TEWNT TO SECURE PANELS WiTH APF"ABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING (A) TQ_JV2M6_fi%P,ffMD_&QWAFoEo 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUPA ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS c,ONTACT WITH - I / *4 TAPCON AACHORS AS MAINUFACtURD) BY tTW BUTUER)�. INC (MK, rc.3102 F,) THE BUILDING TO PREVIENT WFNC/" INTRUSION - 1/4� # . 7/8' CALX-IN ANCHORS. AS MANUFACTURED BY OEVIALT INC (MIN. F-3000 p.ai.) 1/4's 12 STORM PANEL INSTALLATION SHALL COMPLY W" SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS SGUC-SE`T ANCIORS. AS DISTRIBUTED BY ALL PLANT SCREW, ROLT A, SPECIALTY CO ,�lT2/4* . (kkn 3000 TIA.i) I POVTOEV By THE JURISDICTION WHERE PERMIT IS APPLIED TO - J14- 10 PANELMAIE FEMALE 0 & PANTELMATE PLUS ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS I 3 (a) THIS PRODUCT EVALUATION DOCUMENT (P F 0) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (IW4N I� C-33M P.') FOR A SITE SPECIFIC PROAECT, it WHERE THE SFTE CONDITIONS DEVIATE FROM THE PED - I 0 CF TAP-0PP ANCHORS. AS MANUFACTURED By -RU-FAST CORPORATION ("t-3500 P-) TO CONTRACTOR TO BE RESPONSAILE FOR THE SELECTION, PURCHASE AMD INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT A. 1) MINIMUM DOEDUENI OF TAPCON MX40M INTO POURED CONCRETE SHALL 81 I ,VA- 2- FOR PANELIMIt FEMALE BASED ON tHiS PEO. PROMED HK/SHE DOES NOT VEvArr FROM THE CONDITIONS DETAILED ON THIS DDC,AVENT Q AM PANINIALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS 7NEE CONTRACTOR'S RESPONSS%f� A.7) CALK -IN & SDUD-SEI ANCHORS SHALL HE EMBEDDED 7/8- 04TO THE POURED CONCRETE NO EMBEDMENT INTO 10 THIS PRODUCT EVALL,0001 DOCUMCNT WILL BE CONSIDERED IMAILD W MODIFIED STUCCO SKALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LOW M04PAUM SHOULD Stucco EIOP. 40 I" MINIMUM MR WALLS Wr" NO STUCCO. AND WAY OF HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) 99 SPECFIC PROACTS SHALI BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH 41LL BECOME ftle BUT WITH WING MUM EMIGULDEF! Or RECORD (ED.R.) MR THE P"OXCY AND WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE P E O� ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A 3� IN CASE TKAT PRECAST STONI. PREC" CONCRETE PAWLS. PAVERS. STUCCO OR WOOD BOARDS BE rOUND ON TW 01.0 ENGINEER. SHALL SUBMIT to THIS LAFLER THE SITE SPECIFIC DRAWINGS FOR REVIEW DOSTING WALL OR FLOOR, ANCHORS SHALL K LOW, ENOUGH TO REACH THE MAIN STRUCTURE B&ND SUCH PAW�S ANCHORAGE SHAL, BE AS MDMM40 IN A 1) AND IN 42), (s) THIS Pla SHALL BEAR THE OVE AND OFIGFINAL SEAL ANO SIGNAvURE OF ME PROFESSIONAL ENGINEER OF RECORD THAI PREPARED IT "I (BI !O,W?2."IAPI.10%nA,M,,CWIMOSI;IAS�k"Nt,WIACXT-U�R-M"91 i I A, SUILDEX, INC 74 SHUTTER MANUFACTURIM'S LABEL SK4U. BE LOCATED ON A READILY "OLE LOCATION AT STORM - 1/4� . , 7/3' CALK -IN ANCHM. AS WOUITACTURED By DEINALT INC PA14EL SHUTTER IN ACCORDANCE WITH SECTION 1709,2 3 OF FLORIDA BUILDING CODE, ONE LABEL (MINT e.-1500 p...) SHALL BE PLACED FOR EVIDITY OPENING. LABEAPIG TO COUPLI WH SECTOR t TOPS 2 OF 14E - t/4*0 X 3/4' SOUD-S,T ANCHORS, AS DISFROBUTED 9V ALL POW SCREW. 900 . SPECALFY CO FLORIDA BUILDING CODE (MIN I V I Wo P,.j) DITS DRAWING SHALL ONLY K - 014- 0 PANTELMATE fEWMILE to AND PANELMATE PLUS ANCHORS. AS MANKIFAiCTURIED BY ELCO CONSTRUCTION rl;,. I I DWAIN PERMITS IN THE STATE PRODUCTS cm,, "C"' 2071 9'.) "000111011 - I/4' 0 CF IAF-GRIP ANCHORS. AS MANUFACTURED ffY TRIJ-FAST CORPORAT03N J - tVt . A. �1�4 1 .... .. . B 1) MINIMUM EMBEDMENT Of tAPCON AkCNORS. IELCO PAMELMATES AND Cf TAP-G" ANCHOR. INTO t"r .. ; -- -- FLORIDA BUILDING CODE (Iligh Ve1OCDy " one zone) ' 'r %.36 ' --e- -...Ir BLOCK ,001 SHAU� BE 1 0/4-, . .1 1* .2010 NLTIM - 20 CAGE CALVIMIM STEEL STORM PANEL "IF NO. 4 I � w 0.2) CALK -IN 4, SOLID -SET ANCHORS SHALL BE EMBEDOM 7/19' INTO THE CONCRETE BLOCK UNIT NO 167 I DOOV . a '� — MOM STUCCO.SVILL BE PERMITTILD t/4- 0-20 SCRIEWS USED SHALL BE 1 1/2- LONG MINIMUM 514WUI POCCO -- - -� &M. -.:�N �- / GLOBAL PROT.ECT,M PRODUCTS, UC. I E XM?, AND I MWK" FOR WAU-S WITH No stucco -=- - --.'> IL ECO,.c .5,FTCFT I 1'. STA OF , \ �. 2J .. - — atilt FL MI. -�� J. XPWA ANY 20-176 1 -N.6� lv'�e-,.� I ye-_�o 01" ... '. — - . - I, - POW (0,A).-IM& - (,)We" -�o , ., - - - 10 - OAQ- I 1. PIWI- - - ,= '. !M.� — W I O`VA,FC- --- � �,IONI QA% , _ At -- F09 ! 1 : I - I -.1 - - , . — . ULAR & UFE SAFETY STORM PANELS (SCALE 1/2-I-) - . - , - - -1 - --- ISANT. (TOTAL WIDTH)- -- - -- - I . - - - -- - - 15 In- (TOTAL WW4)- - -- - -- - - - -- -- 12.500' (EFTECITAR Wg"") - - - -- - - - -- - - � - -- 6 ,/A- -- - I - - - -6.230- - --- ; -1.350- 1 -N 500" : ' L 7 I 'PO* - _ , 7 "Po. - - % -500* I .M. - /k � ,wr% N � � -1�350*-- ,,, 0034' MIN. INICK - - -�, - - -1. ,.- I I , , . � - a& F 11; , 1, . . - -T. ;X. 6 . /I� - A ,/ - , .�w I - � - ASTM A-453 . F I #W-� - - - �- � 0 03r I* THICK " /I � 1 ~ 30 V I .r 51 "W -1 * 7,657, I " 9. 2657, �C-T- ,N�tt-� / I GALVANIZED Pol I lor � G-40 . , I , , 2. 24'-� I TYP \ AWN 4-11" 2.. *k , TVP. 1. ;7 1 � ��m NOTA, ,.~ OVA So &T . , . �. G-14 GAi , 1�1-"r N - -G11-7 \ 7'. I'- 411.19, � , Q.w ------- - -, - - . -------- � I 71 - ------- - ,.3k. - I -I.Aw - --- ..nw ------- - - -1.350' (D STORM PANE a END STORM PANEL � 2.18 -- I--- � I , 'r . ------ -I.--- FAMEX S EW L& I-,' -- .1�1 I 12501 - ' - - � - 2. I 67' .125, 1/4-0-20. jg'0-20. -_12r f - � ---.- I .100' 1.21 . too' 'La- -- - 720, , ./ - t - - it 9L a I - ] .- .'jij. _ 304 SERIES suim - - - 1--e - I �. Is SIM INVITED S.& STUD RIVETED .150': , - Wil'I'mr - - � I To ANGLE 0 TO AICUI 0 1 I Do 12, �J _ 6� * - , , I I O.C. 12 ,/r &C. t , Do - """, � �75" Ce- - . ,j I N&4 " ,- , �� ", .C., 2-125 . IL;B. ,��- - �.. .- 100' I I ---I M,.,,. - �- - - .., I . 2.. 1 . 001 SK �=��-- .M . I 2125. ODA: � AL CL . 1 4- DEVAL I . in"I I , . I 1 375 t .=E � /Z .1 I- .I , a 3 i - I 1125' u. i _ .M I Ph - 1-1 , — - - I 5, NO. - , - 11.500, - LiISCID.- . , A"'.: P. ,,�, . WMETM 11011EW QUAIL A / L- 24DI 3-" - ` 2.0007 - ROUNDED CORNER 0 ENDS OF PANEL'S .2. END UP W/ HEMMED EDGE. (N.F.S) (1) *h" H (�) *U* HEADIER (�) AML (R AM= WITH STUD @ AMU WITH REVERSE STUD I - - -- I VNKS I . SEE MET. - = - f--. 1 11114 A, 2/14 . 374" � T I 2 . _7 TOP IDGE DOW -374 . -,,75W - --mM:-, - i .310* I ' � -I .IW -V,464-20� 304 sum � "no 1 .3- PANEL AW- � --I I - I 4 . 0 TRIVEM TO : I IF -i:1 - ' st STUD ." �S` 12- 3 - f I i.407 75� , - ow !2 1/2' Oc . I -- f I - t 470. 6� - -4 1 1 L, i ]n S;', .r - I I I - 1 1.671. 11 tsoo-1 " I - I , J_ ". OR3. 1343 R��r 8 L_� f- I 4 N1,015, 7W -- - -- . ..I . i W.=17 11167' I I _ I - I 1- . - - ,- 7 EVE" ARID. Q~ ,ow* ; * � t . I W .a"' . Dole 7.000' (�) KEY HOLIE WASHER .625% - - 2DOO' -- - -") . - - 063' (�) *F" TRACK ANGLE e 3ZA* *r MACK 0 FLAT PLATED M038- (W.) 094. r----_ WM STUD '�- 3-�I.061 3�j �*I'�' , .. GALVANIZED STEEL e - - IF '"' ��'��4 M. IF IONG � �� , � - I - -1 , " I � 8�183 ( ' E S�-'%. i -1 0 ... � 371510 ' 3810'... L �, � _ . ..* _ ' _e�t- I � i� 375 � __ 12 : : .44167 '.. "� A &,- "I -1---A I I *1 * FLORIDA BUILDING CODE (111i lirowity IH#ur cone ZonWil I --- I r.T%. \� OF .1 cam NOWCO. Wit .1 I 1 2'. %� -,.,,- Mc Vot4 w .. STATE � 194 20 GAGE GALVAMM SI'M STORM PANEL ry I 0 A V- .1. .o - - OWN IT, * KEY . LO . - -- - - 2.000- -- .HOLE l' . 0A, g:.... . . C*/21/00 &A, .� AT PAN 1410 e/a �-,:�� 111PIECO, GLOBAL PWMCTION PRODUCTS. U.C.- am. �. O" " - no &W, 9 m�w �� W. ALIO"M"WXV. USE Mc "In W/OUT Z-1Z16), TIALM ,,aF,R,P . OFIR. n. 20-176 ALLAiINUM AN MONOUTMIC foo*x W/ ADDITIONAL " - - VARAMPAPPA,�ARN, PRO-C ")On-"-% TAP, ")s"-Ml I I - 04i'9t AN, .-�uw--� . 711".31sr "MINOR tSIANUM - - I - I-!-. - INA WVWWAT AN, I am OR NICKEL PtATET, STCITQ� o E OthloommAcla.71 CA-000018 , I - q:2S IF091 ' 1 - 1 i Rean 2 OF To , I . -6-0 a) a) C- U) —0 —Cu > a) -a .ita 'a MODUCT EVAL � . 3 " W L- CD- a 2 W CD- o C M -0 CL . 5. INSTALWION- Installation shall be performed strictly in accordance with details indicated on .5 ..,.., 0 W -&- U) (1) -t:! sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on CD -0 0 -0 sheets 3, 6, 13, 14, 15, 18 and 18 of 1 8, of Product Evaluation Document = 0 —(:) -= -0 (1) (P.E.D.), drawing No. 20-175. L- 3r. C: = - 5 M 8, MATERIAL iGHARACTERISMQS AND SPECIFICKTIONS: CIO (0 CU L+-- cu Shall be strictly in accordance with General Notes and Components Indicated on sheet I 2 1 8, Product Evaluation Document "l -0 E 0 > 0 and of of (P.E. D.), drawing No. . - L- 20-175. . U) (1) Cn L- .2 CL Anchor specifications shall be as Indicated on sheet I of 18, of Product = I II-Pitit CU oN0 ,.- a tilitit, CU U) CL < Evaluation Document (P.E.D.), drawing No. 20-175. I -0 . 7JUMITATIONS AND CONDMONS OF USL VIA 7. 1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated C%A on sheet I of 18 of Product Evaluation Document (P.E.D.), ~InG No. 20-175'LL prepared by Tifteco, Inc. arid *nod and Sealed by Walter XT111111, Jr., P.E. .41 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES w- as defined on section 1620.2 of the Florida Building Code, -J 7.3. Product shall only be Installed into poured concrete, concrete block, and = wood frame structures. -% Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 4411en, President of'nftw. Inc. (Florida CA-0006719). i �!Q , 0011111411"oplo A, ...... C--�, � ....,., -� E .."..."', . L 11 5 -1i " , -- -- * 7 I : i . - WATU 1 % . . ' - Dn ITT LTRCO ADMO N RECOR DS i P, E. REPO RT.2 0 % 0 L.011AL Palo .' ff 1 1 GE G&VANIZISD STEEL STORM PANEL% DRWG# 20-1176� R9VORT*;;40MN%�-Pfn1O§11) S" . 1/4, 2/4, 3/4. 4/4. 5/5. 7/5. +1111/110, 2101/10. 3W/10. 4W/10. +6/5 5W/110. SWIll & 7W/11 -r VAX_-- - ----- ANCHM. FOR CONCRETE SEE SCHEDULE ON SHEETS 0116 9----- -- _-_3' MAX_ I. Text FOR WOOD SEE SECTIONS ON SHEETS 10 & '. 'm � . 0 a . 0 6 1 , ,---- !:------ ----I--,- -1--T --- - - - 11 � , . T-1 D-M..(1).(�).(D- I 11--i-171- -r--T----,, --- I ! r --"z I I I I I I I I , 9 � I I, . , , , , I i i i I i i I , @-(I). 0- @ - (D I i �) � -- - i I - - - 11 I 1 2 il I t � - I � I - --- - - 1 I �-- -,- 1.11., , -" � i I � I I i I I I � i ! ; , I i I i I ED i , � I i- I , LILL: --- I I A - - - -- ! - - ; i 17 " I— - - - ` 9 . , -- T- I - - �1 � I - - -T- ; I , - -, I I 1 -1 1 T ��, I " I F . ..... � - - I I -+ -- " I ; ; - i I - J I I ,I I- 1-1 I I I . ! 3'� - ! 1 I i , I I � 1, --I- ; ; I 4v i - - I I I - : ! 1 1 1 I I 1 1 1� f i i - - I � I I I I 0 I I I - � ,- -, 4--fw - - 1 11UNBOLTED PAP - I � -, I � 1 * I .LTED PANELS / (SEE SECT06 AS I I ! _ i i 1 1 S S. M,S SOLT WW// 71/64 . 3/32- 1 ;1 ! : t i I ; WINGNUTS 0 LA, QWRPLAP I i APPLIC-ABU) . I I ! (SEE SECTIONS AS APPLICABLE) 1 , : i 1 i I I , , � ; f . i I -A., -L' - '. - I ,�* , I - - 1 _ I L J- I - I t . '� - � . --I L 1, 11 �J �. LA- I I 1.1 ' ; ' , 1 1 , -T ji F I T - I ' I I .T-T i 7 -I- T T r ' I- - -- F- ( i I 1 ED . I . � ; I : I � I I i . , I . I i L I I I I I I I ; I I 1 1 I 1 1 1 1 ; I I I I I . I I 1 1 1 � , I I 1 1 - I ; I i i I . I i , i � 1 � I ! 1 I I 1 I , I ! I . 1 I I - I I D,M..@-@.@--_4 I - ---I - - ! 6- -- , -- �- -- 4i I � i I - I - I Loif .1 ------�GoJ- : 11 0 j Ir @-@.G)-". k"r r WX I 2] i L� , ;ii & I I i It, 1.11 . to 21 . -1 I -- . - - I* MIN - 1/4. 2/4, 3/4, 4/4. 5/5. 7/5, - I Mik IW/110. 2W/10. 3W/10, 4W/10, /5 410,5W/10, 61111/111 It 7W/11 �61 - - � - - - - - ANCHORS FOR CONCRETE SEE SCHEDULE ON SH" 11 A, To - 1- � 11 - FOR WOOD SEE SUMONS ON SHIEM 10 A 11 REGULAR STORM PA ELS d) A Q ELEVATION ,,, 2-67' 1/4- M.. GAP Oft OVERLAP--' WHOLE VALLM --A r � - - I V--\ /W�Ik-: /—%, /—\ 7—N 7-7 / 1/4- '� %T-1 111 ,--./' \--.:/ ni WX CAP I ..... :...... . . 4--A� . EN&%% FLORIDA BUILDING CODE (High velocity NUT no Zan*)l \1�5 . FP 11 . No 44i!7 I.. 'I "M aul= Itt ---- 20 BASE GALVARIM STEEL STORM PANEL BRAIN wl -- SECTION - I*:. Or - -- \ GLOBAL PROMCTION PRODUCTS, W/u/� ALT.S. 1'. ATE .t IL ECO.. � L0, a, snw U.C. Pat � E��I� � 0 k� . - io �%. ..� . I CAPE. FL 3331, 20-176 1 6� ..... . ASIAWY =F=5770 PNONC Co�)w�7"& F (.).. ONWIRT; ft. - NA � - - C.-Olwile ml I AN, !-.I - 1 -- - /WE iWUWN 4 RLuT ... P.L. I I raw LK, IF "itor I., - FJ!9 ,! 1 ' I - WIND! 3 OF S = 11 9- C= Wcii`2 C,A 90 :I,AC 66 CIL. C= - " -= �z -S be CL) -= Cp = �5 = .- -CIC 3- M " CUT = U CU, = = 2 >1 a -= E 0 W Z rim, 4 , Z Z W mi INISTALLADON QUAILS FOR REGULAR PANELSa & 6A DO CURM DETALS FOR INSBUAM IN POLK0 CONGFIM INSTALLATION DETAILS FOR REGULAR PANELS(l) & dA IN -TO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONOM 3= CR WOM INSTALWION DETAILS FOR REGULAR PANELS31 & U 40, on VMeU"X ruou 10, 1% YND FOR 11MA UFE WM AND E-Z N" MX INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURE12 CONCRETE OR CONCRETE BLOCK STRUCTURES � OOMONTE ANCHORS � cm.cmm AMCNONS PLUS QR CP W-40W (SEE SCHEDULE OR , � WJ1(+;i"1- .� ANCHORS FOR CONCRETE SEE SCHEDULE DOI SHEIET A , COMM" AICHORS Fou sadvoLE ON IT) I �, low"s ON MEET 41 & 9) SHEETS a rAmus. ;)�� ", .— -1 - - -W1REOCVM8M -J7AWW-D ELI.E . � -- - -1- MR WOOD SET SECTIONS ON SHEET 12 - I CONCRETE owmm 9-CE" I , i � � I L-1- 4 . , -44 COR LOCK r RCMPS . I'D ,3 MAI. 1117. 3' M., 1=S"Z;1V11 " 11 1� VIN.Vin. Cn -6-A-11 (SEE SCHEDULE ON- cm smut" DR ,N� i 43 EXISTING PC - I -- - " 1i /2 FQ.�' REQUIRED REOUNtm REQUIRED : CONCRETE ANCHORS Mr .11 I .� � - it 0 .0-T CONCRETE ANCHORS I ,01WW OUPPED \ SABV` " "POUK" .11 11 ,�': . i =M01. = CORNIM ANCHORS - 261 (MIN. 043VAP -1 WHOLE WILLEY) It 9, *iPlimaina I- -- - n - .."' ,\,. 4 1 — rm sciewl ON --V1== -7 * " (D -4 - " L& ,,, . I _ �, _NP _ _I . _� \ )11 _ *� , �, I J " 11HUTs a r-amouch 9) �� SHIETS a THROUGH 9) CONCRETE RE I \ q) I . CNA, IM-e - W. I i A�-*W, - . I = - Tom 0) ber ScRiOuLt ON . I I � SiNT 9) 7 1 1 1 0 --I I - - - I - - --I EXISTING. POUND I a,- Z� -9, i �' I., (�� C-0 - OA - ; I U-0. -1-4, 1 1 1 . am.�� I I SHM 9) I i� I ��,11 - . -- I iWANT � .0. �.11� A�0- , I : * a) lt�, 11 - i ,�-- -1 � I ,�, �� i �F i . I " 1/2' L,1�111 " X� � . I .� 1�w (E ---- , I - i I , - =Iweu`� � E " " - . wa� I 1" I, I 1�1 L 1 : ;; 1 1 4 . ,��`��,:J� �, It - if- -- I " #POURED, : . - - - -- I - -- � I : . . , �� ' /4. __�, 4i � " �" � I I 'I., i -4) Q" I J ; I il . . . -. I L I �, . L � ,� .! . ; . -1 I 7L I I , � I . I �11 . a� �= - - � I � -- - -I _ , -- - -I I , . : 4 - .,;. - ; � E � , . f � I ; ' I I -- - ' I E.D. " I L L-OPP(l) I --JE . I..., _ , I I e I -- - i I I I -\--,,i�4 - �', I . I I - ! I I . 1 : � I i E.D "' 2 : � I ; I _, . I I I i 5011 ,� � I �: � 11� I - I I " -, ; ! ; U) DOSING, PouftD L �� I I - " i � .... I I � I ' . CD NPC , L 4 -� r—O - I . , i a L , ET , I ,,�.� . CONCRETE � 1 I " .. I . ' � " I . -&--a I -4 . t ED I i ii�: I I I I L::' ! � I I : IN i OMNI:; PouNn - ; alt. . �Nl ., - r I .L . i - 1, "I , � � OF ILI - -IOLM" . I Z i I CONCRETE mEovkwo- I � - " " - I ! I 1 ! L� I i I ; ; 1 � . I- \4. " T - I - I ., 4 : "W'WWW"11 El- i : � I . 'Ir ."- - r � ��. I , -, : I . -- , f - i E.D. � L Et I : I i .. I I:- � I I I I i : -10 i PAN . - - I - ��, � - - I., � - I i �� I, ! 11 : 4-.0., , 6 -KIII, -0, : : .01 5 . ! : .43 - - -olsoloo-1111' I , L , i ; i i I -3 . , 13 .. "! I- ., , R ! CZ-1 L r - �, . 1� ! I ; ! 11 - --- , . --------I - - I SHIONS 12 Itr at " 'Ir Or I 'Ir - - L, -�' I - . J��L.2�1�,_�, - : : , . . I . . : - I I �;b . . 1: I i I 9 . IU%A-M. i 0 I . � �:`,, E--,, 1'� - " - --- -i--;�i�,--,-. 1. , . I W sam" I 9 ; VOR VA III : vaer TRW 0 - i REOUM. I i I - - -i .11, i . - h I ; i ll;�� ii : : _-�, I v =3 ICU I W V'"W P" N) � �]". --' liNler'l - IV PUMP. ! ; . i : : ! R..... - . � L : : - - 1 , '1/15., %�. - i I ; I I L I , I -i'D %rtlMNTN i M ! %Z" . � I I - , . - i, - - - I I � I . =119" � I 19 I Y, : 0 = , �, - ......, : CD 1 I --- - I � : -�. * . , 4 � ,,t� � , 'L 1, �Ai : * I -� -4 - - > L .- m IPIPANL I . I � : � ! 2 i i-11 - - 1 . I I =*--)' i I 1 GAINS, 10 I f 31b., " I ; r" a �Pi.Aio �- VIOUPS - : a . I- ,:Mr. i Z I : i . .44 , I I STPUMS ! � 0 i PCr,W, I " � L -.F. � 0 1 - i :, IT I : �, - - I : I I i i SCALE 3/16-1- : � -. - - - * it 1i 0 1 1 N I 9 9 a I -.r 5 � -2 .ff i : � : ; - =---� . . O."" -J, - 1; ! � I - ----,, i � . ,/r I . I � � ,�,.,, - L I , I . I 9 i ! '' � z � � . . 1, ! , . � � . . WX 5t 1lMNNN : 11� I . I I -W-1, I AZ7G - , I i V I & � $11cami. OP, - W.Iff.0:20 1 1�` I . . f �, i ; I .1 #� I 1 4/4 I. I - 0 ! I . ; � '� - r; I i i : � � � � Or 11C ; : -(a) - i I ; I I ; ; : . I I I : SIX stmmu i =1 i7 -I - - -= I Uwe , ! 19 , , 19 !I/.-2W,* , 9 A ! h I I � I 9 CL , , , - , : 1 9 I I WX = i I �,),M. ,-I= -I— � I il - MWOM IF ,r Il. :� BOLTS !�. ../ �. : ,L,,, W, I I I � � - ! I ; � i i i ft 'a - I (D-0 . A� �. - 11 . i -- - , � I i I CM. � ",*111, I !I I : ,�,- � " � r'7-- *" I , : MAN. IP� - i -) - � - - ! _ __, I 4 I t , , : : 1 47 -- so 1 4 !=W.I; "O.W. 0 \ I . 01TOWN, "low. � 1� L . ,��, �K, �� - -',u 'a *An - — I L : I I . L I - -11�7 - I 1 11 � ; - . ,, j � ,��,,�,, : : : ID"Ri - fv�, I - - j;- L I . - I- � L � I , : i � �1 IT-1 ".... .; + I ;1� I - uv- .9 ir= : i I .4 ,. r. L- " I -1 - 11 - '?, -,+ I 11 � I L I U) I I I I = A ,I' rAW me 0 1 , I I : - .�kr-ft / W M`-I I r --- L -'---- - I I I . � -- I -- I � - I --It ;1i.i r I 1 � . I - ,2 'Ir " I -_, - - ; � ! I , - -- - '' 1=;�; -41- , ; I < I - . - '=. 1 : =1 ; � . I I r I 1, I I �ISTLAPS I �q �- i alit I L. I r I :- I IN .1 , � I'll �tp ED " I- !� 4 11.1 ` Ti � 77 -, 7 I CAR, SK �lg I I - - -1 _ I 1 J3 1 -2 1/2* = =EAOUND " L 1 EMSTR4 POURED ED : L . I/r 04 I I J I 1, ,4,1' 11 9 : , . I '. ' : 7. : � i 1 X4* L' - I . ;- . 012,70 /-- I - I , , "'; cow Sm a :, . - . . , ,'I 5 - - it Tom INI ,- Z. - D ,:1 I � r Mat W" I. Wit, , , � I OF "V W., I � . ftiovi.- - BLOCK I., I I I*,.,. 0 CONCRETE OLM : ;� OR : I" - - ' il �- : 'I -0 ; I ;- .77 "'T 77 . 1.- - , (1-0/-- i I I i DR I . I I """", 4-1VIr, I CONCRETE OR :1 I/ . W-OuwtD , I � I CONCRETE BLOM 1� ' CONCRETE : ",/ ,1 12 mat �, I PROUNNED - m�;, " L11.41\\11 - .. , REQUIRED � .2 ��, OW04 pnoi E , I W== �= WX MRBL� � � Of 'L, -I-C'-) � 5" I. ,,, 111,111.4 TOP 0 � . � . I , -1 CONCRETE am " I - I , , CONCRETE MAK r 111� -- : I I I ��, - , I � " -, t,.�- , � : . . . I I I - I - I&I __j , � - i .�,, , .. ,�' � � � "X 0:, �114�,7�'� �. , = [�= t�, I I �� I I or *L` i T A I � I ��', " le LID , 9- CASE C �Plml t -�r'r , " �,;, � - (3) - (3 J( , Ma ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHUT 9 (1) , , � - � I - FOR WOW WE SECTORS ON SHUT 12 - ON :., : I - - .1 " , `POURED "O" 11 EXISTING POURED � "&&") I . I �,� : � I � . I I - SCALE 3/16-1 i ; - : CONCRETE OR I , , . ?/NV.VW I - . 11 .. . q C -0 I - , ----.- I co.cvn�icuPEB : -'3/4-- � ." L� , - - 'I , ,� REQUIRED I Ir J I I CONCRETE BILM ", , I I - -;,,, , -1*1.106 �, ,_) t- --�i �- I I I �- � . Cmcmm NCROPs ",., -0. CONCRETE A%Ck*M co.cmm ANCHM .�', " ,/.,. Ef ED, Z, J ON, 19 - - Vow., - T11 �11 I REOUPREID -3/4 ..-. � AY 0 %.r*- ."". � - rbax - REGULAR STOMi PANIEL & Q IEL AWK, , __ , ", , I .;� I , I.; � I PUD 6 02 � , F� ,� : " 0 I our mem" ON , tsm 10*DLU ON - \� - (SIM 111DIEDUIS a., -,&) ." 0 �J- - , � !�l I WE- M-II r I " I �, SCALE 3/3r.1 ==1 " -- .(E). -W at ANIMINK SCITIS a 141000" 9) I SHEETS a TNROUGk 9) SRITs a nevia. 1) CftK--. OR PAIIIMM �,� - � I � - . -- - =.I - 0 1/2 , -11 - � � VICETS a THROUGH 9) FEMILt 0 AND ANnAwr �1 - - -- I , "". 1'." L I 1, � "I am Fw =F..* Lc- , , - - -i- I I -A I � 1/4- WUL GAP L- WALL MOU1111ING CJ3L[NQ Abort OM MOUWM -QftP - LI: I I I L I oft OVEPLAF� 2.07' - I rl- BUILD IR IMNnMG ALMNATIE ,ffio 111011.11111TING SNOETS a a 9) U-11 � BUILD gm MOUBM - , =49 ZVOW" 11,� -4 ,14-*2N3/4' S.S. GMT _-�I ow WILLLY) MmFm-/� �11 I --Iqu� SEMM 3 0*9021MET-1111119 " I I -V T� I-.-- '-------- PUS OR OF TAP CONCRETE Nic"ORS - � (1) -, TA, � " (SM SoNEWAS ON (%cr KWU .. `a`NL , . . I 7 I � 500' SHEETS 8 THROUGH 2) �, /I I ,N,, I - - amim'; A a am --- � - - - I "i, 4 " ,0111711,r I - (A W ONNA 2 ;P* WING far 4- , \ / - 'I, Ot ... - --- -1-1 - ,- � ------ - 1 stux 3/8.,. SCALE:VA-1- SCALE 3/8-1- WW ORIANO .vm - . " -,,�.1-6 I CONCRETE '"ID"Oft - * � I -- - - - - - I - - L I— - .,A -1�� I t�'., -- - - - SCALE 3/5-1- J �s Y-I= = . #1 CONCRETE ANCHORS tm SCHEDULE ON 1/4' MAUL GAP '13 I - � . OUPIR0 0. - ' - -Goolco . . (W Solux" ON sww 9) 0 a) I a F-D. -( EDGE OWA-= mr4a * NEW I' WIDE Ii VARIES . i/6" (EIDGIE DISIANDE . L 0-0 ., Q%A��) ---- SNW 9) IUDD, : .= I THN: ALum. nPSE DR i* . SEE SCHEDULE ON SHM 9) �� on ISEOM �;ko - : SEE SCH - � I EXISTING STUCCO/ P T = PLATE SANCER A S, -ETS 8 & 9) - - ---- � I MAI (n -!—.tp� I - Leoloo 111 8W on ft QUAIL � T I I WAD F I 49:� OR OEOL"W FaAP` ow, I 5 I - T7d- -, ��,, ! , �11 ) REQUIRED IL40 " ICU � I * NEW I' WIDE . VARIES . 1/6' 11 . . : I &W. Am OR 11 . VORTES � i - C:V. =N= mm: I .I " I U kWuNnNG DIRIECT ft W" 111111W woulk9gs M I'll, I P T PLATE SPAM ` MOUNTINGS CAN BE IlLgAvApy 11MUWAURti L. :. " BE,= 'Top & BOTTOM INGUAMM rwm � 11 & 0 If � �,, � I COMBINED IN AN CAEN") ; I 12 Ilr at :� 006glona" TOP A, BOTTOM MCXWtWGS CAN RE - -_1 .1. CONCRETE ANCHORS 1 Y WAY TO SURT ANY SECTION I 0 - 4 COMBNO - -1 -1 - - - , , INSTALLATION. iW%,P fm,p . - : i I - III % I INSTALLATI I ! TI 11=10.1" Z .,�-] � .� I -NACK C-4 I A, T =3 LU I I Arvi� �;. r!,QN� ,1@ 1 6 I -MCA, - I - - , .. C-# - I �� t- - , " I ) , I. +,N� 77III---7 'CJ,,-".L- I 11-1 L'L X�� " I- � ... . , .. ..:....... ..... , , '�J' �L 1111-1�.. -\�� . IX6, .* A.� .. M . , -� T=fn!r-- =P%r 11�, ��, - 2 � 10=. r .- . velocity HU cone Za") IU- .. I. % FLORIDA BL%Mt#G CODE (1119h Velocity Gone zone) I -.. I 11FACCA.90. 'WK .1 10*` . N.X� .; . 4 W".. I .!V .. FLORIDA BUILDING CODE (169h I - FLORIDA BUILDING CODE (Mgh Velocity Nu conTs zano)i =00011110 - . I . . - -5/4 � ' �� < I _ I I To,.. 7 ` t CONCRETE SLOCK 1, . -. REAUIRED. - ED - �� , . PROD TPTEO0. AFT. " .Mg-:r, I ;e - ,/ IONAL 00 OWAM : *. .3020 '101M PC 20 CAM ULVAMZM STEEL SIM PAW FT, : 14D. NXIII, NURDa. AN, 20 GAGE CALVAHM STEEL STORM PANEL 11 I I . = 20 MOE G&VA)UZM STEEL STORM PANEL CON, OF M., REOUNDD nPaimmasin. . No 44167 " 1 DRAWN I NOTE - , 44167 % I Dom IN, M fsoak"," i , * . = FOR COMBNAMM OE-NOII&O. . a c= 1�. ` *J - S- , * L6 an .. SECTION X-X TIT - E.O. - EDGE DWANCE .- ::- I . X6 . Tor C,::4,04-�, 1 *. Z 543715 a I' A TE SCALE 3/8.,- 1 ,- �� PRODUM U.C. "Is"Nae SCIBEVULE TOP & 907TOW MOUNTING a, � - - W/a/Me - WE - TEM - X GLOBAL PROTECTION WE. ATE - �-, GLOBAL PRMCTION PRODUCTS. I.I.C. WX - L ECO - DETAIL FOR SPACERS REQUIRED AT TOP Oft . up,- - I ECO.... 400 VLVL A vim - COMBINED IN ANY WAY TO Suff ANY , It - IILIECO.nc_ .6m IUF. 51 smm I Z TO I " t / 11 I GLOM PRoTrcnoN PRomm u.c. '"I""' . I.. .--- (SEE ON S; CAN BE f, -. ONAE, rL 1131. 0�--.,. I OINC. FL 3"I. -176 INSTALLATION. OR10k.. runt nannex, a �20r= ONAL FIL U31. SECTION 2A E �-� "1UUT TIVITAIIII . � �. (M)s$�76-k FAIL O,N)WW,M 20-176 BOTTOM TRACKS ADJACENT TO STUCCO/WOOD HANDS - am IM"im, --=-%.-" "KNE (W)S�ISI& rAt'. EMA)"o-enn, 20 . ..:. WW-RNN - (M"-n.L To, GWHNPR-C,, < SCALE Vio-I" * - 1-1 Wwl= -X=-".�- ;C�0-!�J&1711`-- ---- , ;/ P14W. 20-176 1111104.1 - " - . -M 51, III $TRW - j�= , , -40 COLING AM - ORII) Ti SHEET 9) I I S - M %fl - I -- Ch- 11 !-.1 I - i � ft: CA'011114719 F- w� RA, 1 ��4 - - am AN- - I DAM AH-VAI !E.1 - - - - I - DRAWING ft __j - - , I NA "Hit - , I , smane .a - . I `59 . I .1 - - ; I ""ITY-U,L&OWITURE/bAlt NALIM 11C, .. PL I _q ! - :��"""""` *A,W , MR ",. PX , 1 M FS.— 1 " 1 - I - IZ-11-1f;,�.l.i1i; I ��I.E/WW FInkEll-t- � .0m. W" . FLOAK* UA,, I - - I- ; to - . 150 . ! f - - - — - - I - -- , I I - - -13- SHEET NO. SH 1,0 M DQYb 1. 3. ALIT A11DOM 2040.1 no E h LL UALD 1 1 WALL AND FLOOR MOUNTING INSTALLATION FOR ,N . H,:IE . a NSD A+I_ -nD w� SPLIT PANELS ran ]' t ._� . . • eoTw) C It 1 _ PAR la a 66noe0 L _ ..._ 1- - -..i_i 1 ., 1NALON IAALaI _ r T. .. �, ./ •f n6w can I Af l- _-n) a'r. TAR" 4 ®' f ; `r" 6uem1 P R]Iro+n' c a,rD.pma la. x ream°O'0e'EMaDHm A SCN.Ec�"wa';/1. DETAIL 1 1 ) I'- 3)r/ 14.1/r !3 NASA • f 0.0 T� \ / odor[ a Hlgri` / n.m SAM 7 ■p -0' Mt (]� -n.0 -1[ Aar_ .o ••r, IANLION 2+sLU.•.r-r - i W/ [WIQ 0.eoe 2 t a TIP Y��rL//��LN!yy ELEVALi76E7 SCALE 1/4•-1• q DETAIL II� MIILE.ION �=1+enI2LE + nA 1 6N PQlf A e s, � C--- %a�MM11a�K ram• r Mva a•or1E NoaA6� __ A MR.. W LUDN SPAN (R.) • RECU R M MITI. TUSE MUWON - 6 4'-6• 2' . 3'. 1/6• > S'-•' To e'-1r 2' . s• . ,/6•. . 4• a 1 '4' > 6'-10• To W'-r 2'. S' . I/r � SECTION 1 �OMEEI s_Q)2 SPRF3SlIRF MTMO lFNoiM� SCALE VS-1- NOTE MULLION CAN AM BE INSTALLED W/O STOMA PANELS ON TOP OR BOTTOM SO THAT 18 LOCATED AT TOP Oft BOrTOI OF OPENW (ONE PANEL OPENING W/ TUBE TO t BOTTOM) 1HUALLAM - ALTMIATIYE TW BOLE: 1/4• - I• Y. WAR01 A r Me. •/ i .eeA �.OEKRa - »� • N8 AL1BNl .N MM PAD , I , a OMO,RM- 1� Re1tl _L-1._.I,. :.l.l_ _ _1 ,n� - - �J4• i • i- �I.. Ylwul >pN1 - Ma MwcN 1 f :. 1 SECTION Y-Y EL SPLIT STORM PANELEVAIM SCALE 1/4'-1• - �rrLciD SOME ,/e'-iE KWrAs N,mamt I �ejlj i PAR N YNi 1 WALL MOMM DWALLATM - ALTERNATIVE 3W Y 9OLG 1/4• . 1• yMA •ru nem AMP `N".WW+AKYA Uinta W P1AN WALL WOUNTM RISTALI,I TIVE 4w SCALE: 1/0 - 1• NOT 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WFrH AS.O. DESIGN LOADS UP TO 455.5. -72.0 P.s.f. AND PANEL'S LENGTH UP TO 8'-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. !g 1 FLORIDA i v- M". CEGJNG t FLOOR MOIkRIN6 WALL ! FLOOR MWNTWG MWALLAT10F1 - ALTERNATIVE AW WMALLATNNIS - NX[B MM sw (SECTION Al TOP IS LIMITED 10 +58.5-67.0 MAX. 11,1E1 1/4' • 1• AS.D. OESNG/N PRESSURE RATING) !CALL 1/4' - I' e�WR 6 1r L nr 1me ANTI MMMm PN t m" 'riicueWll m N>m.e Ma nOOR hUNJU 1NG INSTALLATION - SECTION 4AW stale ,/4• - r FLORIDA BUILDING CODE (Minh Velocity Hurricane 2 CONCRETE ANCHORS CONCRETE ANCHOR FOR CONCRETE ANCHORS, SEE SO4MW ON SUET 14. . FOR r000 SCWM: SEE SECTION ON SIRT 1a cs¢ 5 4R, 14) ;' ISLE SCHEDULE 141 -r- 1, a 1w/is 1/4 2/4 1/✓4L 3/4 w 4/4 1, 2 A iw/is J• w. - -I POLO" WACR[R -- CONCRETE - T ----- --- , _ - REQUIRED REauero \ a a I W i C4N ConL i ' L ® _ , , i-f1i1.1 1fi7T ii�111Tiiif iTi�T 1 ►'�s„T, ,. 01 i r t4 j" PANIC) (M CtlOR ("TOW PALES) (ROE" (00 MKL) IFO" ro GLASS ON EQ iiON TO Cum 7/a I 1 I IJ3 a MIC�N� 1 : TWIN a 7 SING . li I�.0 sID . 1,/3' ai 4'p1M/ 3N'C•EPQbM,i !3" INN. MILE 0 ' 'r SP•'ERDIAIIS ' 1 B• Yln 1- L...1_ �. �... I A-�. 7' M. TOME M �2 TO • 1! 1 Y O.C. I-O-'("• I/3' O.C. _ _.. .1_ - -! ... _1 _ _ - ... .. _ _�. {SR CC'1 ,/11) I / CI (SEE OC 2114) . r �. f 1 T f_i � ) I a i n Lnw,dL � � END .AMII3) , Al � ( � E{ � t 1tt (,,LIERPMiE LOCATION(S £ ®CR ) ' E110 PARRS) rE CANS 14 I (/, Po.nm caN.mn.j I0 tram ma WALL ALL REOLO" - rL1101'r . /4. 2/4. 2k/4 3/4 OR 4/4 1, 21B JW/15 1, Z III 1W/15 I ALTERNATE LOCATION --I ON LIFE SAFETY PANEL " I AREA REri �OR�� NOTE ,6ELOW) OF LIFE PANELS SAFETY PANEL W/O IREEG" TRAM (SEE NOTE 1 CONCRETE ANCHORS • .. ?j " r.'," BELOW) P LAST PANEL TO E IMALLEO N ... (SQ 1CIIEDLAE ON /{ yENLL OpN� gyOPTl F LPL SUFE7, STOW PANEL OPENING SMALL S K WETY mf`ACIfiDE FOUR" ....I - IA' CODRaN7 TOSIUKM T GN PRUDEO IKOKNaD PANELMTD WE MWALIED DR REMOVED FROM INSIDE WIHCAEtF ./HCNpR� (SCE 9CM"AE ON Di 27RUCILIFE --4A S.m ,.) ELEVATION WALL MOUNTING INSTALLATION WALL AND fj,()OR MOUNTING INSTAl1AT10N 3/32•-1- /.S'rxE - SECTION 1 SCALE 3/6- - I- - SECTION 2 SCALE: 3/8• - 1 Art/4- oll, CAP ®Q9011 ) • t I/'GAIN" .-1 y0TF5 TIN LNT_ S' W STORM S15 M IY5T HaiNOM I. LIFE SArM STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL)OR AS AN WrEIRIDR PANEL. PANEL LOCATION IN KTWEEN END m 9EF NDiE I) 3 B Af AL LIFE SAFRY PANELS MAY OR WANY Y NOT BE INSTALLED A&WEM TO REGULAR) PANELS OpN'LPAEL'Ot SEE M0R ') (W/ OR W/O REG" TRACKS.) 2. CAFE sAFETr STORE PANEL CONSISTS OF 0,039• GAVAIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT �. SKEET 2 Or DRAWING, SCALE 3/32•-1• THIS PANEL ALLDII'S ITSELF TO R REMOAD OR INSTALLED FROM THE NWDE OF STRUCTURE. �NN11/11N !. CI AS�PER�S,IETE'1 2 OF �S ORNNING BE Compowwrk BorroM TRICK f0rlu(r Y R INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I'GEM$ ' f •"'• 2 ONkNE4(W 2 oN THIS MILLET As wELL As oETAlts I k 2 ON SHEET 14.`i:' J - �. w;N. LENGTH FOR COMPONEM ¢ITS'. a FLORIDA BUILDING CODE (High VelocityNU cone Zane) NO• aTlxa..IO Ma. ANCHOR SPACI FOR COMPONENT (DANCHORAGE AT BOTTOM IS GIVEN ON = mo20 20 GAGE GALVANIZED STEEL STORM PANEL pWrx W,SCHEDULES k 2. SHEET 14. * :• �a COMPONENT eUk BE PERMANENT OR REMOVABLE ATE MTECM �1,EAI4�IF� m 3 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BALONGS ON SHEET 15, ASP '•. _.. -- ERODUM LAC. /7B/1N5 s o UN F' IL EC O LEE.GLOBAL WE yAF' •. 0;, slm 6 SEE SHEET 4 FOR OCTAL APPLICABLE TO THE NECESSITY FOR THE INSTALUTON OF �.AH SS 0N0I PANE 0� A.ay 4 20-176 (m.)Am-f141, FAA, (m.IaIP-MITI) w f/ SPACERS AT TRACKS INSTATED ADJACENT AND SEVOND TO STUCLO/W000 BRINGS. MII N1111MM1 M•+, pIN eP-1eM TRIO An-aw G-0p06fn �+•N N. ter. r OYIDe ,N Pt. YK/SaNANRWJD.i 0 A flN LIRA PE •°•W ME31 ,J 6F 21 N1 7 MAXIMUM A.S.O. DESIGN PRESSURE RATING (p y{,) AND CORRESPONDING MAXIMUM PANEL LENGTH NO SCHEDULE [MILD DAILY FOR PAIL,9Z1 &M ePTALUmwS AS PR-l'IfWa I PANT ,R rM t, MAXIMUM --SA Yx Ppq I. �AM7CM 1w616OpR%a OINK PdN64 m10nK1N AfPLIy� lB 4�0� 6 w0 � � :OION .1" -72A T'-W' OR LESS 2 1/4• LVGMIO I THAU 5 ► 7 .35A -728 )T'-r To r-r Ma. 2 3/4- LNOMItD I /rMU 5 a 7 ,14ka -72.0 2W'-W' i0 11'-2' Md 2 1/r ' 076"M!,p, 6 ♦133. -4LO 12'-4' OR IM J 1n' • AT OAOMPa a, a a 10 • Bom •/ SS IRS, t WNW AT mew • "Lom Of PANEL (VALID ONLY FOR PANELS Me, Q eRTALLATO S AS PER SECTIONS I TIROL T- nM SwIll- A A RL .N%IVLgA AS.O. DESIGN MAXIMUM W*4M SPACING FOR EC, - 3 1/2- •' APPLICASUE TO SECTIONS E k j MARL" PNi0. ANY or THEN111T10H i LENGTH L' PI-) EIR TAPCON Cf w-CRP C4K-M .YlawalE )VALE D PNNLWiE PURL ro cokcam abol, ,0 CONCRETE IL mmw MAX. To WORM O mR A come m CNR R SLOW To CO CI" SLOW IF N/A N/A K/A a• N/. r 1 NIA I WA �) 6• r MIA MIA a• r a' r r C 1 (Wrraw) A. N/A N/A N/A r N/A 4' N/A IF N/A 2 (W) r N/A N/A N/A r NIA i NIA Y N/A 2IW"D•e) .55.5, -ILA r M/A WA N/A A. WA a' NIA 6• K/A 3 At 4 (TOP) 7'-5. ON LESS W LESS N/A N/A 6• r a' r 6' 6 3 (BOnOO r MJA N/A N/A r NIA a• N/A {' MIA 7 O0� r r N/A N/A 1 or a' r e' r e 4 t 1 00"0 ) N/A N/A 1 12 1/3• 1 '/4' 1 12 ,Ir I e '/" S ,/4• 6 1/4' 6 ,/.' 1 6 1/.• 5 (W/marro„) ! SEE $HIM f0 t It MR AWCIKM LICE t SPACING FOR /SWLAT06 .PO W= FRW OODNa WO" N6710R SPAC.NS AND MIPWM EDGE G6TANCE ARE PeP%J" OR THIS SMI6E PORE EA LESS TNW PiaCAM ON Wm" Am= A " SMCM By NATRLTM SPACING She" am ICH"Ult S, 11E PDAGRRO FAC10R6 FOR GO o ACON 10 SE PODMd.E NEGLIC" SPACING OWL"W ISNG FACTOR SLAM WIN IS LESS TITAN wIWMRI WMCMG MMUM rO EACH ANCHOR TIRE AT ANCOR UNIDO �M T1lL 1/4•R ..TYm 1/11 O>wNWSP 1/4h --- /!4•. IA _- Pull 1/4'. eNA�N 1/r. fpPE Iw Allae• WAOM Ca ] ] ] 1 / 1/2 3 1 It.AW IOw.jH PN� nIj ! . ] ! )n J to ] 1n MIRE Wa 1R Omom MICRO 1/4' la NG . Ur LOW BRASS BLINK W/ 1/4-.-Mr SS. MS • a ve O.C. FOR PANEL LPG" LIP TO 5'-V ND W 1/46 OL. FOR LENGG 1R ro r-r ea. OR •th'0 Ni PANDJAVE FDA" 0 OR PANDLIE M e 12 , O" 0. C MR I I/r ON TW$A PURIEWICION 19 HEADER EDIT ALL LENGTHS Up r-r Wq. 1 H i"lI: 1 ivxvaHvm�i 1 I I 1 i FO' ED I I' 1/4' IA. • 5/6• LOW BRASS SL0,04 W/ 1/4Y-204' S.S. 03. • 11 1/4• CC no PANEL Loa" UP 10 5'-r AND 4 1/.• PC FOR LDN,Ie IRE To r-e. RNA. famomN '� OR 11ht0 MINONAII IEWSE 0 OR PIIIFllMR PLC OH US • ti '/1. 0, , I 1/Y Yn THWAD D PORiRAl10N AT MIBNOM or ENSnD WOW PATE FOR ALL US4104 W TO r-r M., DIRECT n SOLE 3/6-1- INSTALLATION DETAILS FOR REGULAR PANELS{ S( INTO EXISTING WOOD STRUCTURES Ayr MICR a� } JIFl61N0 KOOD ;6 m. MpeL L, 4 AP- J T'%iPAmniG r - - Min t., EOf 'ii f------ E0 � I 1 E01 ' 3 aN. ED, ) mum isoum I 1 ALTERNATIVE iw AIdECALE i1.�t MULE 3/8-1' SCALE 3/JA B-,' 1 TEE 90ED'AE ON SWEET 6 , FOR leR UISS. ION 1 ro mAsi i �"��" I now 9Nq• ' • tl roll. r( E01_ - L.. ' I ED F0� ( I t EDi ED H 1 EOi r 2 1J2' E01... 1 i Re* oo9 PUJE E01 a I L„t- ss I�'. PW1.= 1/� . w 9DInJ •roc 6 -, /r 1A. W ArAGm PW4o11rim ALTERNATIVE 3W ALTERNATIVE 4W x14 PUT[ . • 19o19PN r PtAC SCALE 3/6-1• SCALE 3/6-1' ERME COMM ""A, pal tsmigus 6, ANQ i' .AIR LAAI I RIP_ W4R111 t1YAY SHOWN 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS LP TO +55.5, -7ZO PSF AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. IN/ SPECIFIC DENSITY OF 0.55 OR EQUAL 70P A BOTTOM MOUNTINGS CAN BE COMBB)EO IN ANY WAY TO SUIT ANY INSTALLATION. STUDS O EVERY OVERLAP (,2 ,/r D.C.) TO F101D PANEL 1>t_ • L1. L7 •. • A 1 ALTERNATE LOCATION AT pip PANEL STIRS a EVERY OVERLAP (12 1/2. 0. C.) TO HOD PANEL 5/B• All, (cax 1) - - - - - - -- 3- MN. (CASE 4)Y - i O +I ,/4• :, � BEE NNTIRIOR PANEL END PANEL SU, FOR SC1f2RRf ®� 8 �}•-' ,1 FOR ...r. k. FOR 7._. }• --'. IIaA. ANCHOR MML ANCHOR SPACING SPACING !. 1•-3. ARM. DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE.. 3/1r - I - MAXIMUM PRE55��E�TINGst�AND CORRE��INGPRESS��E�TINGst�AND CORRE�DING MAXIMUM PANEL LENGTH "0 SCHEDULE IAPPi FAIN[ ONLr TO SECIIDNS I k 2 giWATEO FOR LIFE SAFETY STORY PANEL SYSIfl1 ON Sf1EE7 iv)M M ASA 0ESG1 PR[65u0: BLIND I- UPOON O w-OWL Wx-M M IRMIR TOWS 0 PAEUAME PIA AP►UOBLL ro saaa F a COlokON" OF THEM AW W W PANEL LENOnN V Ea) ro Ca,�IER RDOI TO CgICA[R OON RT6 RlKP SO Wr1CAETF CON TE ROCK 10 l'O.CeCR to WREREtt BLOCK W C0101E1E' ro CONCRETE BLOCK 6• N/A N/A N/A 6' N/A r N/A 6' N/A I A,2 (TOP) 55.0. -72.0 9' T 9• 9' 9' 9' 9' 9' 9' 9' 1 (BOTTOM) 3'-0' OR LESS 6' N/A N/A N/A 6• N/A 6• N/A B' N/A 1 k 2 (TOP) +55.0 -72.0 9• 5' 9' e' S' 7 1/2' 9' 9' 9' 9' 1 (BOTTOM) +ss 0 -n.0 I N/A N/A N/A e• N/A W' N/A 6• N/A 1 t 2 (TOP) r-s' Toe _B 9' 4' 9' 8• 9' 8• B' B• 6' 6' , (BOTEOM) IvvfeKN1N AIL PR PATIO / I ISAC 6 AN .M. now TOP IF NOTE) 07 A (MUD 6 r MN FRCN 1GP O ANAL) APPLICABLE TO & SEOTIT DNS �T10 OF THEM MAXIMUM �.) LENGTi L'R _ _ .49.2 -61.5 }• p A 1 Y 4 1 r 2 (BOTTOM) r-6. OR LMS +52.8 -WO 3' 3- 4- A• 2 (Borrow) 7'-eV OR LESS +55-0 -72D 2 1/2- 2 1/2- 4• - 3 //2• 2 (BOTTOM) 7•-B- OR LESS *55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 (BO11OA) Y-6' ro e'-0• +SS.O -72A N/A N/A 3' 3' 2 (BOTTOM) r-r TO 6'-e' ..1iWRY ". a'J•Y I).. P.Ia /dP1H PKmI 11Wo.1 1MI{IN >OMDIGN toG ASS rPml L•Ndl•N .SL0. -ltD f-a' 4 3/4' IAlsal® SEE SECT 15 FOR ANCHORS PRE t SPICING MR NSW1AMS INTO WOOD FRNt BUEDNG. IANYII. NGKOR SPACINGS AND 1/MRIW MINE *WARM AN 04R'A1ED ON IRS SOERRE. FOR ED MSS THIN /OCATED ON SCHEDULE mm A Mow SPACING er IRoft" G SFMCRA SRON1 O4 SCEOILE Of THE FOLLOWING FACTOR. FOR THIS OPEWAIW TO WE POSSIBLE REaem SPACING OBTAINED to" ACTOR SIMAL NOT E LESS THAN N,MRN SPACING 11 01CA/ED MR EACH ANCHOR TYPE R ANCHOR 1EGEfa NINAoe Taa Ve. - -- 1�4"'.- _ /41. 11 ,/4•P- P/nN OOP-OISP �� DWI-N VW ADIOS WRONG 0..3 3 ! J 3 2 1n •mMAWW.O as 3 3 J 3 ! Ft.N1.N ORR.W, a" 00 3 ! 3 1n 3 In LIAR Ba "E samIIW IIICIR L - 3] Je - - -- -,� - -- - 2 ,/r _ - - - r ,m Im m - m 3 lrr. Hurricone N N Cn -Cu O tU a 0 O Cu Cn C C6 to cn O O O O Q� o U L L - i 1h10 PANEIJM7E PLUS --_ 1' �Ih10 TF/EE111A1L PLUS 15, a 1/4' D:c. W/ 1 7/e' . + W 1 4• D.c. r r EXISTING PENETRATION TD t TIDN ro ,qOp nEApp1 ' - [%,6TOD WOOD HEADER I I ExBTNG W000 HfaOER eEOURtf.6 - i a / Mlle i [IHe OX. • 2- . Np• at 2. `' ) e /r of Rf"�.OU .� REQUIRED IR HEADER WE sama L on LEE SCAI"IiE am FOX Me. SEPAIMMON V91 m' 61AY. .. ro CLANS. YP.. PND LENGTH - - - Max PANEL LDNOM Ij %31' 1,11 MI1 _ 1 ) (sFF NOTE 1) (SEE NOTE 1 1 AY-M1' iA • I.Bn o.pWAP • Evn IIHBaA ; - --- -- 50X 50% OF "L' OF Y• rwx No • N ' .N0 Art f11EL, .. !(0.' I '. -'. Et•W am • �. E0. _ _ • 14 1/2' O.0 EQ 2'K4' WOOD PUTS .. I 2.4• WOOD PATE - 2%4- WOOD P([3E I.' ,h,o PWIEUOUE PLUS pISTINC W= HEADER ro "Vvalw -me rAW • 3' 4 CDR' snn • wln -I,I WE SCWX LE ON SHM a roK Aa,. SPNMiION ro oLAss MA. PANEL LlNGTr1 RS r/ 7/WY SOD � � 5(� 0 FIFE ti10 YUfi: • LAG SCRM --1/4*. 0 r O.C. WTI 1/2' MN. THREADED REQUIRED ..- > .• - - 114-10 PNIELMAn PLUS EOLIIRED _ _ REQUIRED -- - PENETRATION AT • W 1/4' O.C. W, 1 7J0• - WCWR M OF PLATE MO PEN PLAT xNU a 1/4•a L106345 a 'r i s _ AG _-_r G.C. STA9Gm W/ WON OF• ... _ siup W/ t t 2• WN. ' ',.I _ ' ' AT M OEMOWOMD OF PATE WIDE 3/8-1' sw MOW SCALE 3/B-I• SCALE 3/6-1- maim* 1. INSTALLATIONS FOR ALTERMTNES BIV, 9W k TOW ONLY VAUD FOR BUILDINGS WITH AS.O. DESIGN LOADS UP TO +43.8, -48.0 p.s.f. AND PANEL'S LENGTH UP TO 12'-4' OD 2. FOR NEW WOFRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE ND. Z W/ SPECIFIC DMITY OF 0.55 OR EQUAL- COMBINEDN ANY WAY TO SUIT ANY INSTALLATION. I+ INSTALLATION DETAILS /.Y LAG soars • r ac "/ , ,/2 WTI. „eRADEo PE,k7RM1oN LC btl8Rl0,AWo HrAODI FOR OPTION 9 i FOR LIFE INTO EXISTING WOOD STRUCTURES SAFETY STORM PANEL SYSTEM Cnli 1 J I r11 EaT- , VJ mf w II � ��/� VJ ! _ _ HEADER COL_ _ FOI -- �+ IWAUNM I ` Sm •0ii 1/Y 0.0 e'1°o eao� O I � ALTERNATIVE 1 �TERNATIVE 2 Q 1 1/r MU, 4'.•i' IIACArIE W. aSCHEDuqx SHM I. rw a (-- ED . ED t law RATE O !BOOM" b , ' t ' BOOB FAR ROAD `. i CIO e;�• ALTERNATIVE 3 ALTERNATIVE 4 U Q/�� y IPRIR i' L. ,/.•..AG saga • r at •/ I ./r IN. T,eEID" POE71N110M oil I+) V 1r LOW /S 110P-MS.S. Y• ■AW/ ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS Cu 1J4•.-n ANEMMTE ,owt c OR PAa)MTE PUe • r O.C. WJ 11/2• w. T,IREABED PENETRATION TO OOSTPD rDW WpNAt J/W- . R• M ■ ■ ■ WALL MOUNTING INSTAL INSTALLATION ALTERNATIVE PATE 1 W NOR SMnTER "RUNS La, S).OWN ICI aN 4NW,IN �A.T11�1� W IDYL 3/r - ,• ,]lT�.••" EN `'., �'ET3: JG 'LIDO •• AIM=7t ? ; FLORIDA BUILDING CODE (11figh Yelochy Wu cone Zona vAPaG n,eW, Mc. 20 GAGE GALVANIZED STEEL STORM PANEL o "., Z I. W.STAILAMS ARE ONLY WAS FDA BUILDINGS WIN WAA.O. LOADS UP ro .WA -72.0 00 AND POW$ LENGTH UP TO C-S'. W000 TO E j OF •.W •' R qT0 ._ syo� •. , F • L PROTECTION PRODUCTS U.C. IL ECO LEG. .R00 S.R. Rl span "/m mm OIL Z E f011 NE1e W1000 FRNIE CO.KT,MCiIOk IIDi1efJ15 SOI171a,N ROE No. 2. W/ SPECIFIC OEM" OF DS1 OR WUAL N SSi ""'F`' AL �' �I pAAIeNIIi k AIRY DIME. 3LN 20-176 1MM,N MN Al mm W wwR' RW'R�•>0 A"PRD RH-w,"H" PIgE (OS.)M-TS.R. fN: (R5.)OR►•RM7 *IT 1EM/Wd.ATLIR41MlE Wn. ,w .w RR Art AIR, owck-Ouf.I�_P.E F/' - - N, - p1AWWe I.P ENE) IRE a a J L.L SHEET NO. IS 1. 1 ANCHORS (SEE SECTIONS ON SHEETS 17. 1& 12 & 20) - - 31 MAX. 307 4A/17. SAIIIII, 7. AI Sells. 3' Aim. 40N/;� YAW/19 & WN/30 110. TAW/19 a wr/20 I- 1D.M1..HC4> 0 0 0 71 "MAAN p"Ift Let T ICA A j ------- --7 1 AT Awe WITTOM c �MPROT&MM AM JA/17. "/I?. W/I 40/17. W 6, 3- 6;i Im tAw/19. 7AN119 a I VaLm OW/1% MR/ I &'W/20 ANCHORS (SEE SECTIONS ON SHEETS 17, OPTION #2 FOR UFE SAFETY SMRM PAN LLD ELEVATION SCqz 3/16-.1- ve MAN. w aft Q%Ir M, max -AV) LIT swrl, T-6 -Q.VLV- SECTION A -A SCALE 3/1r-t- MAXIMUM A.S�D. DESIGN PRESSURE Mcx� PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 a' -a' 2 3/4- UNBOLTED ,L* MAX. PANEL LENGTH (SEE SCHEDULE) t CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4* IAPCON AAKC40145 114" TAPM ANCHORS 0 r O.C. 0 114' TAPOON ANCHORS '4. TARCON ANCHORS Oc OC, 1, ot POURED CONCRETE - POURED CONC01M POURED CONCRETE an CONCRETE: OFT CONCRETE OR CONCRETE SLOCk PEOUIRED BLOCK XEOUW40 .1 BLOCK REQUM P.Ou K(Anew FC-- r-c -c- 1/4 N ANI.- E E.0 La h IL 1 _3 VAIN NK _0 I== r sOCIPAII. Aar. CLASS IN _G CD [.a- 4;- 4-3S, M.S W/ 12 Ez M.S. ANTNe W4 NUT WASHER 004 MR WASHER 1-1/6-0 3/.12* WING WIT yrf 3/3 W"; 12 1/2' C.0 2 WASH" 6 12 V21 Ocl RA WASHER (SEYOND, I W4' TAIACON ANDIORS ___r7A-Wk ANCHORS Ile TAKON 1/2* G.C. 4 I/r D.C. _-VICHORB (STAGGERED W/ STUD) 4 Ilr OLC IIA" COMC-Iw P"ED CONCRETE Go CNIMM &IN - POURED CONDUIT e0UPOID CONCRETE (A CONCRETE &-a" OR CONCRETE BLOCK on CONCRETE SUOCK tmom REQUM WORRIED ROXIINED NO INSTALLATION WALL MOUNTING INSrAU.&M WALL MI INSTA"WN WALL MOUNTING 1111MALIATION 010 0 REMAM 0 UEMEAW"M ANEL IRREEff-PLIEL IL Zu"MANIEL sGALE 3N-,. SCALE 3/jr. I - SCALE 3/V.1 * SCALE 3/8--1 - SCE ow to * 21) FOR ANCHORS TYPE a 4011 SPACW FOR paviLiton 000 WCOC "PIM PIMME majouL MIA. Now wow W4 3 MIANIUM ANDION SPACOM MIT IMIUMMIA A CAM DISTANCE AM #*CATED 04 THIS I FLORIDA BUILDING CODE (Nigh Velocity Ifur 90sDUU[ me ED LESS TWA OJWAND ON %7.-1 3 "Ur leans Zono)l SCW0UUE Mum Mum SARK" MY MIALTIALF10 WADING $NOWN Ow so=" $0& La an omm No. 41 .10101, waxi, PAL FP IN THE FOUAWK FACTORS AM THIS 20 GAGE GALVANIZED STEEL STORM PANEL OPERATION TO K POSSIM I REAM SPACING Down 11"M FACTOR 54U NOT Vr D ME AM THw MOM" SPOONG ""I, GLOBAL PROTECTION PRI LLC. '04 cc" '"'Has rmf ON Y`6 80mu Am &W a smw L I-= J �__M= nam Ea.?1b0NwMQ& wm1l"m"m 20-176 N am AN -I. .0011,7 or INSTAUATION DErAILS FOR OPTION 02 FOR UFE SAFETY SIDIRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TMACON ANCHORS it 11142KON ANCHORS O.C. D.C. POURED 11 OR =WOLtic I - REQUIM REQUIRED CIL I M", LCA -No #14- 10 0 PANELIAUT PLUS W/ A 32 . WIND NUT fts4ce 0 6 I/Ac MCNOWIM. REQUIRED WALL MOuff. !VALLATION PAM WALE 318*-1' SEE OW IS 4, 30 FOR ANCHORS TYPE AM" TYPE -WPM' was" pus 9VIONO FOR 960ALOJOB WAD wit. Now rumm p') 3 3 1 POW WIMIDW Me" ANCHOR SP*M= AM MIMIINUM an Comm ARE ARICKIND ON THA lom" FOR LA. MS I" pol�k7o ON so=" ROXICK AND= wrlcgo IN MULDIALT04 SFACM Sam 0. smmu or 7__ 31-/2 aft Ive MISS: OWN V IM FaLLOWID FACTORS. FOR WS ~1ON 10 ME POSSIBLE 0MOVIC VACA4 OKOW USING FACTOR SMALL NOT ff Los THAN domm SPACIM: amwoo FOR EACH MOM TWIT am THIS WHOX" r - - J11/_ _ _ , IN 1�11 1 3 AN, w-PAIN 7 IT t14-101f PANTUNATE FILMS W/ T/a 0 313r WIND miff *w" -foo" CONCRETE OR CONCRETE BLOCK REQUIRM WALL MI NJ 41 SCALE 3/8'.1* No. "167 01, WALlIKINNIUMEA[MIC am wl= W_ n GAGE GALVANIZED STEEL STORM PANEL D%ANA ft GLOBAL PROTECTION PRODUCTS, I.I.C. a?/aV== M $A. 6 VIM WAIT. Ft. =H` IN, 20-176 WAMN; ft INSTALLATION DETAILS EDR OPTION §2 FOR UFE SAFETY STQRM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM _fiQn3L*uL"_ Mum gnxw NNEL SYSTEMI INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES I E-Z IONG STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.La,) HAE; KEN VERIFIED FOR COMPLIANCE IN IL4) MINIMUM DIKMWWT OF TAFACON ANCHORS AND PANELMAIE FMALE 0 & PANELLMTE PLUS WTO CONCRETE T 7 ACCORDANCE WITH THE 2020 Mh EOMDM) OF THE FLORIDA BILAILDING CODE. BLOCK SHALL BE 1 t/4- DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 0.2) hW0MUM EMBED" OF 1/4'0 X 7/3' CALX-IN ANCHORS, SHALL BE 5 7/0' WTO CONCRETT. FDA A WIND SPEED AS REQUIRED By THE AIRISOICTION WHERE THESE SHUTTERS WILL BE INVALk" AND No EMBEDMENT "ITO ANY FINISH MATERIAL SK46LL BE PERMITTED. .0 1/4- 0-20 SET ALL BE LONG ENOUGH(SHOULD my nAqSN MATERIAL EMT) TO FOR A DIRECIIOMAUTY FACTOR IMA.0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.$ j SVEWALX BOLTS USED SK DESIGN P01 ENGAGE 3/4' INTO ANCHORS. 1/4"0 TAPCOk 9 Ir O.C. ESSURE FATIMPS INDICATED ON SHEETS 25 & 26. THAT IN ORDER TO VERIFY THE ABOVE CONDITION. ULTWTE DESIGN WIND LOADS DETERMAMED PER ASM 7-iB a' T;r EADED 1 11 %T ! , H AT "OOD SHA" BE FIRST REDUCED TO AII DESIGN MAID LOADS BY MULTIPLYM THEM BY 0.6 04 ORDER TO 8-3) IN CASE THAT PRECASr STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALI. Q ED �il EADER WADER TO COMPARE THESE W1 MAX. W D) DESI PRESSURE RATINGS MIDICATED ON SHEETS 25 IS 26, ANCHORS SHALL BE LONG DtOUGH �O REACH THE MAIN STRUCTIAE BE41WO SUCH PANELS. ANCHORNSA HEADER HEADER HEADER $HALL BE AS MENTIONED IN 9.1) AND IN 0.2), -0 on" .6 eiiI Rd ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS IIESTED WERE NOT OVER STRESSED, A 3A INCREASE 1/2' 12 1/2' W"� tN ALLD*ABLE 57RMS FOR WIND LOADS WAS SM USED IN THEIR ANALYSIS FASTENERS SPACING TO PAS SEEN /A Ile 1 /2* 114 1/4" 1/4 U. - 'S I ANN,, DETERMINED N ACCORDANCE WITH N.D.S. 201!L (c) ANCHORS WALL BE WALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEDFrAT045 OF nqE ANCHOR 2. WOOD HEADER I MANUFACTUNtER 2- WOOD HEADER 2' J'7 AVOUIPED THE ABOVE MENTIONED CODE AS PER FENCSTRITIOIN TESTING LABORATORY. INC. WPM IT 2032, AS PROTOCOLS TAS-201. I 1 11 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNICHEM OF THE STRUCTURE AHETCE SWnER W. STORM PANEL'S ADEOUACY FOR MANCT AND FATIGUE RMSIANCE HAS BEN VERIFIED IN ACCORDANCE NTH SECTION 1626 or REOUIRED -202 AND TAS-203 to TAS TO BE ATTACHED ENSURE PROPER AND"AGE THIS SHUTTER SHALL omLy BE ATTACHED To COMEREM BLOCK 103. WOOD FRAME BUILDINGS. 2. THIS SYSTEM HAS SEEN DIESIGNED TO BE OWALLED ON THE OUTSIDE OF THE OPENING ACCI TW OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHIEW INSTALLATION IS INTENDED TO BE PERFORMED 12 THE 061ALLATAON CONTRACTOR rb TO SFAL/CALAX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTWUOUS G _0 FROM THE WSIOE OF STRUCTURE. G I CONTACT WITH THE BUILDING 10 PREVENT WwD/RA&; NTRLISION CAULK AND SEAL SNU TRAM ALL NO FULL C ANN, AAA. solmvmp TTER AROU III Ulm GLASS I tw 9� WAI DOUBLE HUNG STYLE WINDOWS WEN INSTALLATON IS REQUIRED TO BE Ne, Yr L PANEL LD67H PANEL LENGTH aw asxY 12) JL SERIES 1000 INSTALLATION IS APPLICABLE TO S AND LENGTH *w IOU L* MATTI, M.. 0. OHM 16) PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION 94ALL COMPLY WITH SPECS INDICATED IN THIS DFOINTOG ILUS ANY OUTLOOK) ANO 101,04c (Su Aim I NWN) PANEL UENGM (SEE own I mow) i REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, AT *Ud,, I MPA. f alp" v zr I "Ll MAP. ".", I - MINMANCIN I - vv� ; " PANEL LENGTH N� SEPARXIM C SERIES 200D INSTALLATION IS APPLICABLE To SINAGLE AND DOUBLE HIM AND OWONTT SLDERS STYLE W00OWS WHEN MAss (SEE NOTE I BELOW) OLIMI, M 0j" (SEE NOTE I RFLOW) TO QLAIS PANEL LENGTH w SCHEIKHE PAWL ATRIUM WINDOWS AND DOORS. 11C. E - Z HAW STORM PANEL VSrLM- IS PMW PENDREC, (w INSTALLATION IS RDOUWD TO SIT PERFORMED FROM THE NSIOE OF STRUCTURII 14 v 1 4. wan to) w III) ow,f) ISEE NOTE I BELOW) (SEE NOTE I BELOW) N!%; IVII-2 - 5- ALL PULA*" EXTFUSNDMS 70 BE 6063-16 NAM AND TEMPER. (UNLESS OTHERWISE NOTED) 15 W " PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED By THIS ENG14EM Is GENERIC AND Does NOT PROVIDE US �332- INFORMATION FOR A SITE SPECIFIC PROUIECT; I.. WHERE THE SITE CONEXYTONS DEVIATE FROM INC p�La .0 , IS A 7/4". . 313r 37 *Na NUT ww NUT B. ALL ALWR" SHEET METAL USED AT CLOSURES SHALL HAVE 3105-414 ALLOt a* (b) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PURCHASE AND INSITALLATION INCLUDING LIFE SAFETY OF 7- ALL SIM SHECT METAL PANELS SHAU OAVE STIRUCWRAL QUALITY SIII A A-653 CR 50 Mim., GAL ED SI 1�4�f IAPCON 0 S"A ADL VAwz THIS PRODUCT BASED ON THIS P om*WT" W/py. 58.5 tw (AFTER AIMM). THIS DOCUMENT LO. PROVIDED HE/SK DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON a Ot. W/i 1/2- CONSTRUCTION SAFETY AT WIT IS THE CONTRACTORS RESPONSIBILITY S. ALL SCREWS To BE STANAM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OIN (c) THIS PROOIICT EVALUATION DOCUMENT WILL K CONSIDERED NI Ar MODIFIED. T qAnf Soo a W/ 50 AIN YIELD STRENGTH AND 90 Not TENSILE STREAIGTH A, SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3-3.4 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCNIYECT WHICH WILL _0 __0 0, BOLTS TO BE ASTIR A-307 GALVANIZED STEEL. OR AIS4 304 SERIES STAINLESS STEEL. *TH 36 AM MINIMUM YIELD STRENGTH BECOME THE P= OF RECORD &W.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF' TH , -ED. ENGINEER OF AT . ACTING AS A DELEGATED DISINTER TO THE P.E.D. ENGINEER, SKILL. 10 ANCHORS D WALL SHALL BE AS FOLLOWS. S. ,rT,,s LATT, THE SITE SPECIFIC DRAWIW3 FOR REVIEW 0 (A) TO EXISTING POURED CONCREM (0) TIM PEA). SHALL WAX THE DATE AND ORIGINAL SEAL AND SA;NATUFqE OF THE PROFESSIONAL ENGASEEIR or T EQ. CID. 1/4'0 TAPCON ANCHORS AS MANUFACTURIED BY ITW. BUR.M. WIC. (ANN. r.-3192 pi.) & i I I - RECORD THAT PREPARED IT cow S4 M.S. W/ 1/4' 0 X 7/9" CMLK-IN ANCHOOM AS MANUFACTURED BY DEWILY WC� (14N. f-3000 �.Q �1,114=e4 , M.S, W/ le 7/8 P4-io PANTLwATE FoAkc io & omawn PLUS Amemons. As tevourAcTuRino of It= CONSIRLICITON PRODUCTS NT T ACCORDANCE WIN SECTION 17099.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENINO cow, IS. STORM PANEL MANUFACTURMS Lan SHALL BE LOCATED ON A READILY VISIBLE LOCAVOIN AT S70RM PAWL IN 1/8-- 3/32- WIND NUT 3/32' wwa WASHER 0 12 I/r Ot "vot (Sr"DWO) NUT EQ. (f.-3350 p,. 1,) '&SHER ST 111 1/2' O.C, MIT WASHER (BETIOND) I I LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE .. 1/4-10 IA:CnH 0 r O.C_ TAPCO: a 117 D.t x 3/32* WING NUT A-1) MR41MIJIM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE SHALL BE 1 3/4' AND 2* FOR PANELMATE STUD) 2.4* WOOD PVTE 2*.41 WOOD POTE ?/8`0 A 3/32' IRMG NUT FEMNUE 10 & PANIELMATE PLUS. ;=ON 0 0* Oc At THREACED sruc) Y�" MDMT- I / = THRIACED �i OF PLA11 REQUIRED WASHER 0 6 114- 0 C. AEOUIRED WASHER (BEYOND) A=T�m IMOW0. J i. _A L-1 kmmmm OF PLATT 2!0* WOO PLATE gg;v. P. A2) NOVARA EMISIEDNIENT OF 1/4-0 It 7/V CAL -IN ANCH S SHALL BE IS 7/6' INTO CONCR NO EAT WID ANY FINISH WTIERIAL SHALL 04 EYE BEMIENT OF PLATE 014-10 PANELVATE BE PEIMETIED PLATE PLATE 9 G YJ "40 C IQ /tk_ WALL IMOUff" I LLATION ANN. 00L THRIADIDD TION ;W4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXflM TO EN04E 3/4 WALL MONO INSTALIATICIIII VIALL V%ftff I ALURNIATIVIE 7AW 6 CIL AT MVOWH OF PLATE AT MMWWFH OF PLATE ANCHORS. _0 SCALE 31W-i' EL Al AJ) IN CASE THAT PRECAST STONE. PRECAST CONCRETE FANEUL OR PAVERS BE FOUND ON THE EXISTING WALL OR , r.EN4*% a MENGUILWAPPAMIEL a iff SAIR PANEL SCALE 310--1- WALL MOUNT! am WALL FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHOR14E SHALL A aml"MMv VaAW 44 SCALE 3/8--1- -1 ALTERNI RRW BE AS MEXIIINEED IN A 1) AND IN A.2). WALE 3/V 11k. T1 a REGLILAR PANEL 0 LIFE SAFETY PANEL f No. 44167 (0) TO EXISTING tMiCREIE RIOL, MLL EN SCALE 318--l' Nj;' 0\ SCALE 3/r.1, -I\r- E Nigh Velocity N cam Zone) OWAUAMNS ARE OML� VAUD FOR BUILDINGS A.S.M. DOWN LOWS FLORIDA BUILDING CODE (Nigh V6101cifty Nu one Zone) FLORIDA BUILDING CODE 1/4- 0 TAPCON ANCHORS AS MANUfACIURED BY I I W, BuILDEX INC FLORIDA WILDING CODE (High Valceft u cam Zone 1/4* 0 X 7/V CALK-M ANCTIORS4 AS W"ACTURCID By DEWALT INC (r1500 p.1 Q 'AM rp 4110110 I%MOk W_ rp. rp TO .56.5. -72.0 PST AM PANELS LENGTH LIP TO S'Ar J57 `UEw. � Axam No, 44167 20 UGE GALVANIZED STEEL STORM PANEL ORION W. 014-10 PANEUSATE fEMALE 0 AND PAMELAMTE PLUS ANICHOM AS MkNLWACIURM BY ELCO CONSYRUCTION 20 GAGE GALVANIZED STEEL STORM PAWL 20 GAGE GALVANIZED STEEL STORM PANEL 2 FOR NEW WOOD FRAME CONSTRUCTION, "OD MEMBERS TO BE SOUTHERN - DAMIN w 1. INSTALLATIONS ARE ONLY ANUO FOR BUILDINGS WITH &SO DESIGN LOADS a, PIK AID. 2. W/ SPECIFIC DENSITY OF 0.35 OR COUAL 4P/29/9= UP TO 455.5. -72.0 PST AND PANEL'S LENGTH up TO a'-V GLOBAL. PROTECWN PRODUCTS. U.C. PRODUCTS Roncnm PRI LLc. GLOBAL PROTEMON 11LIEC0,01C. 51 - PRODUCTS. U.C. DATE 11LIECOiES. GLOBAL P 2- FOR NEW WOOD FRAME CONSTRUCFION WOOD MEMBERS TO BE SOUTHERN S.W. 51 5"w FL 3"1 AME NO 2, W/ SPECIFIC DENSITY OF 0.55 OR EWA. Z s,"k . Tal T:�:K: o IR10 A=11le, 6 Tun ,,snw; CAME 4 ..... T A. IWAL L. X01. ANCL FL &U _SM 20-176 M--� P.0", (NIN)GIN-711AIL FIX 016001111-47117 20-176 W 7 -1 P-ONE, -751A FINT, 20-176 'At M. ; Is, i:t - . �5 7. cm V.-A PAR ),so - . 1 - PANING W, "NA110 ONAMANG CA-=ft? . I a- IN. WAWA ft 01- 31A411011VAINE/DATE 141 KqS1 NIATER � TALK FIX TPLITII A. CA-0030712 nxkw -PiL 41- - F09 1 w x &-of I I COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2.1") 2 541, 15. ISO' (TOTAL wfm� 2.2W 12.5w (UrECTNt WIDTH) 711 --6 1/4' Typ. 2'SW' .1b 2PI 2144- HENNAED 2.957' Dan, "� THICK EDGE 3 SOD, 2.2" 2=, AM A-03 EDGE GRACE 50 G-80 G&V EYAIL A 4ax --- - - ----- I -I - -- - -6230'- - MERSEO "h* TUCK REVERSEO "U" MACK PANtIm's " UP. -.rm- W/ HOARD cow *O1w 12V 1 12!: WNNI ,.750' ISOMETRIC VIEW DETAIL IODD. ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HENNA D EWA 12-1. 50 (N.T.S) 125- 1 -2.000� J' TRACK 2"x3'(Wgx.) ALUM-AH= 6061-TIS Alum. ALLOY A. In 750' ON' (Typ) 44167 -A FLORIDA BUILDING CODE (High Velocity NUT cam Zone) .750. c4m mum m OF 20 GAGE GALVANIZED STEEL STORM PANEL -34 Max. At, GLOBAL PROTECTION PRMCTS, 3*x3'(Mgx.) AWW, ANGLE STOP no �N A** 111.11ECO.. mm I I' LONG �w . FAKINE asH ONAL FI_ 3331. 20-176 SOf1IS-Y5 AJUM. ALLOY ON, .. NAL . . AN, - AAAAAA. w. )M-750, FAA tsM)"s_INTI 0-4 -AAA - I PAN I MI ANA, M FEE =N�Zffl *44HIP"'" A I - -9 3'/24 P-r(j) (SCE AID12 Mum _ _ MIME a ROOM MOM 40 X -L' IN R going IBER02 milloomemilp I &EF NOTE 3� MIA., MR CONCRETE: ANCHORS. SEE ANNA. ------------- SCHEDULE ON OW a ram "M SCREW-,. 3 L Su SO"" ON Serl, 26 CA /Do - (b w 10 81 INSTALLED AT EACH TYPIICAL MUM FOR SAR-10S 2-000 OPONAKI SHALL ALMIS OF III .:40ED REA14W1jQ8E1=1 W& E-Z HANG STORM PANEL M SYSTEM FT IN FROM 06M OF STRUCITIAE -Arr-,/4 - GAP aw, x_/ 7"77 it SECTION A -A, IOU 3,,pw . V NOTES 0)� DEFINITION AVJKS_=� E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL - -1 TRACKS TOP & BETTOM' (2) fO PANELS SHAJ. ALWAYS BE CONNECTED TO DICTION! TRACK OT14ERWU A STOP BAR WALL BE PROVIDED AT TOP OF SUCH PAWLS. SHALL CONSIST or Air AN, T"UMBSCREW Ap EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4). IN C45E THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (1,*, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SK46LL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PAWS 'a BOTTOM TWX WAY OCCUR AT ANY PANEL LOCATION (5) SEE SECT" V, 3' A 4' ON SHEET 24. SEE ANCHOR SC14EDULE ON S14EET 25. 3' fil". 2'/24 V/24 cm NOTE j snow) 1: MA,,. c0cwTE 000006 r IN. (SEE SOMDA.1 ON 54M SIT- I MAIL SAIL OF, Go X L. -TI NOTE SIT 17 1,. A i J i I i 'I I I I T- ',-T- I i INI 1-i.1-1 x L. I I T, i I iIIIIII III H 111111 A4 PANDAMIt Cfyp.) BE AT opt as PAW.S_w P-.R to BE -,YAUSv I EACH ALWAYS K PROVIDED W/ TYPICAL ELVMjU aff IF INTIPMED TO BE INSTALLED FROM #Q WAR HANDLE TO FACLITATE IWALLATCh Sj MISIDE Or STRUCTURE. E-Z HANG STO SYSTEM sau am 114- Na. GAP MIT IF SECTION END PIAWLS) bou vw (1) DEFINITION OF SERIES TOM-. E - Z HAND STORM PANEL SYSTEM CONSISTING Of PANEL (jr Aj TRACKS AT TOP III PAINELVATE PLUS OR IV LONG BOTTOM W/ PANELMATES, (2), 00 PAWLS SHALL ALWAYS BE CONNECTED MEANS OF PAWUAAMES OR. IF USED TLY W V AT BOTTOM END P44ELS SHALL SIR CONNECTED TO BY W04G NUT OR Ila(v M4, AS DESCRIBED ON 3, OW) - (3) FOR CASES WHEN 00 PANELS ARE NOT al::y "1V LIVG -&(p AT DO PANELS ARE AMON STOP Bw MOM r. PROVIDED AT TOP OF OLZALLATIONIS *KN END PANELS AND SOME WTSTOOR PATAIS ARE DIRECTLY Ad 70 E=Y "T.Amzu arv. MAY BE USED 2. TWO PANELMATE5 F SPACING SHOWN ON ELVATION AND NOT WAD To REM- WEALLED SUCH I$AT ADIACIENT PANELS % E LEFT 4: ROW UK OF PAREL) HAVE THEIR OVERLAPS RETAINED By 0"cw% MKNM an 9000M 0A _\ I.w A AM"" mum so poko" Fawn/ DETAIL I SCALE 1/2' - I' INSTALLATION QgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRUE BLOCK PAT via. I a mum 141�2 MR To, IV SEPARATION AT QUw3L At FFA I mx-- or nm .4L WIN Ma POULLATAIN TYPE ON OW 21 W1.316 I-- 1-cft"u-NAW-4.70 urz I EQ - I= WAM mu so� � z; A. "w ONG raw 04RUIP tit 3 SAW w a- qw a) PAL Tlelfjltf.;�1111 jzirz�� 5 NAGALA. VON Q~ a ROOM MOM 40 X -L' IN R going IBER02 milloomemilp I &EF NOTE 3� MIA., MR CONCRETE: ANCHORS. SEE ANNA. ------------- SCHEDULE ON OW a ram "M SCREW-,. 3 L Su SO"" ON Serl, 26 CA /Do - (b w 10 81 INSTALLED AT EACH TYPIICAL MUM FOR SAR-10S 2-000 OPONAKI SHALL ALMIS OF III .:40ED REA14W1jQ8E1=1 W& E-Z HANG STORM PANEL M SYSTEM FT IN FROM 06M OF STRUCITIAE -Arr-,/4 - GAP aw, x_/ 7"77 it SECTION A -A, IOU 3,,pw . V NOTES 0)� DEFINITION AVJKS_=� E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL - -1 TRACKS TOP & BETTOM' (2) fO PANELS SHAJ. ALWAYS BE CONNECTED TO DICTION! TRACK OT14ERWU A STOP BAR WALL BE PROVIDED AT TOP OF SUCH PAWLS. SHALL CONSIST or Air AN, T"UMBSCREW Ap EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4). IN C45E THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (1,*, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SK46LL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PAWS 'a BOTTOM TWX WAY OCCUR AT ANY PANEL LOCATION (5) SEE SECT" V, 3' A 4' ON SHEET 24. SEE ANCHOR SC14EDULE ON S14EET 25. 3' fil". 2'/24 V/24 cm NOTE j snow) 1: MA,,. c0cwTE 000006 r IN. (SEE SOMDA.1 ON 54M SIT- I MAIL SAIL OF, Go X L. -TI NOTE SIT 17 1,. A i J i I i 'I I I I T- ',-T- I i INI 1-i.1-1 x L. I I T, i I iIIIIII III H 111111 A4 PANDAMIt Cfyp.) BE AT opt as PAW.S_w P-.R to BE -,YAUSv I EACH ALWAYS K PROVIDED W/ TYPICAL ELVMjU aff IF INTIPMED TO BE INSTALLED FROM #Q WAR HANDLE TO FACLITATE IWALLATCh Sj MISIDE Or STRUCTURE. E-Z HANG STO SYSTEM sau am 114- Na. GAP MIT IF SECTION END PIAWLS) bou vw (1) DEFINITION OF SERIES TOM-. E - Z HAND STORM PANEL SYSTEM CONSISTING Of PANEL (jr Aj TRACKS AT TOP III PAINELVATE PLUS OR IV LONG BOTTOM W/ PANELMATES, (2), 00 PAWLS SHALL ALWAYS BE CONNECTED MEANS OF PAWUAAMES OR. IF USED TLY W V AT BOTTOM END P44ELS SHALL SIR CONNECTED TO BY W04G NUT OR Ila(v M4, AS DESCRIBED ON 3, OW) - (3) FOR CASES WHEN 00 PANELS ARE NOT al::y "1V LIVG -&(p AT DO PANELS ARE AMON STOP Bw MOM r. PROVIDED AT TOP OF OLZALLATIONIS *KN END PANELS AND SOME WTSTOOR PATAIS ARE DIRECTLY Ad 70 E=Y "T.Amzu arv. MAY BE USED 2. TWO PANELMATE5 F SPACING SHOWN ON ELVATION AND NOT WAD To REM- WEALLED SUCH I$AT ADIACIENT PANELS % E LEFT 4: ROW UK OF PAREL) HAVE THEIR OVERLAPS RETAINED By 0"cw% MKNM an 9000M 0A _\ I.w A AM"" mum so poko" Fawn/ DETAIL I SCALE 1/2' - I' INSTALLATION QgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRUE BLOCK PAT via. I a mum 141�2 MR To, IV SEPARATION AT QUw3L At FFA I mx-- or nm .4L WIN Ma POULLATAIN TYPE ON OW 21 W1.316 I-- 1-cft"u-NAW-4.70 urz I EQ - I= WAM mu so� � z; A. "w ONG raw 04RUIP tit 3 SAW w a- qw a) PAL Tlelfjltf.;�1111 jzirz�� 5 NAGALA. VON Q~ CO > 2 C:L o 2 cu 0 cu 0 C) cu -0 0 = cu c 0 0 = cu 4- 0 cu > cu 2 CU M.. ..I . cm co C%4 = 9.3 .013 TO E z z w mi U) C/) cu 0 L CL CL 0 =3 cu 0 L O.A. 0 (1) cl) cu M =3 w z SHEET NO. IS H 1 2. Lq MAXIMUM A.S.D. DER14-Mull)" I M. b, (�EEFW ) - - ____T WNWIM SEPARATION GLASS - PAM -T CDNWM - APPLICABLE TO MCI)" -66.0. -7" 70' OR LESS I 2 0/16* I ..,"=-, T. Y. ,-w, ZV & 32W -66.0. -75.3 1 70' Olt LESS 2 7/8* I - - 1 4' ft 41* _ - M=/,;6:_0- 9=4- &S. VS. * WHONUT AT MOW & 602 OF PAM LENGTH OF PAMEI_ P-T.s 4�'Iji.W.TRLJ,M,11,�[tl'm�j **!1I,; 0,7�jjj I �,Nr."Rw I - - , -1:1.x.,.]�;:�*�i;.:"Ie�l'[,B�":41.11j,w.l,:.�::.,. pj7'�I.'!-w,-J:� ww.�.":.;,:;410:-F.:.�,,'Wif.it�,411,.;;;- A 1 -$�w�.V,41��m " , AAAWZ I= � =11 .1 - w1m. - Mi.li.KVWI. A.9 0 IGM "Iff MAXIMUM ANCHORS SINICING FOR E_ D. . 1 1/2- - APPLICABLE 10 Smnow 0 a ANY empmmt"m OF THEM MAXIMO ANILL UDW" V (m.) PRESSURE RATING (P,,.) TAPOOMS I clut-ot PANCINArg FEW" 10 PANEUAUE PLUS to Coom" 10 CONCRETE 111LOCK it CONCRETE - CONCRETE TO CONCRETE to= 10 CONCRETE 110 � 12" MIA 12" N/A 12* N/A 12* N/A V a 2, Cw) W ,.* IV '. '. A- __ - - 1. ___ 4. ;22), 12* 1. 12' '. 1. 1. 11. r 1. (BOTTOM) SERIES 1000 .+ I N/A N/A MIA N/A N/A N/A __ . 12 1/2' it" 1 2' (BOTTOM) r N/A I 6 112' N/A 4 112- N/A 4 1/2, N/A 3. (1,F) 70' DR LESS 11 12' MIA 12, N/A I 2 1/2- H/A 9 1/2' 1 N i 3. (BOTTOM) 12' _L/A _+ 12 �_ "/A 12' 1 N/A 4 �_ (TOP) 12* .. __ , 2- , it' 1 12" 1 W 1 A- (BOTTOM) I * LIMITED TO B&C, p,o.l. ASM. DESIGN PRESSURE RATING A SEE SMECT 24 FOR ANCHORS TYPE At SAACHG FOW VISTALLITIONS *to MM FRAME &ADM ~Al APO" ~40 00 MININUM EDGE DISTANCE AM 940KAM ON THOIS SCAWUUE. FEW C.D. LESS THAN POCAM ON SO*M" REDUCE ANCHOR RlVCWG BY b"TIPLYMS SPACING 94M Do SCHIMIT or THE FOLLOWING FACTORS FOR THIS OPORAPOW TO K PUSSML MMUCO VA04 OBTAINED tMg FACTOR SMAU NOT K LESS ?MAP MWAIUM SPACING @M"M FOR OWN MOM TYPE AT ANCHORS LEGEND miam m - 1/4 - 1. TAPOON 11 ,'� 12-i-i-1-46 , � I vV6 C� am, MOM WAGON; PC) 3 3 3 2 I . �� 0� . .- 3 i 1 i 3 " 4 ONA w 3 3 ______ - A SM& rA pm NNW � . I FIr - -a I - I I ,/r !�m r , 31/2- . - I 'AD I - I. lr_,�,_� ; + REOLINVIES LAAA DISTANCE BETWEEN SCATOm OF PANEL V., ROD 0 TO BE 1/2' JI/2' iw Ft�-O ++ REQUIRES h". DISTANCE 9rr*m borrom or PWLLUI3/jr AND Q TO BE 3/le R�l me.. FLORIDA CO EMENTS FOR REGULAR, LIFE SAEETY & E-Z HANG STORM PANEL SYSIEMS (WAr 1/2-I-) - - - ___ __ - --15.125* (TOTAL WON) - - , _ - --- , - - - - 2.1or. - - - ---- , - - - - - - -12.5011Y (EFFECTIVE WOW- - - -- - I __ . I � F.4w J,_ -lor I - .1w. - - V.4=19;. � �'_ , .. - - 6 1/4' ".) - -- - - " I - -37e-- I 25�. TO ANQUE 0 6 1/4' : I 72507 - -too- -imol'-L - Doo. _ OR 0 U I/r O.C. . 1 - 1350, - - lito, - - 1.350, - � �1.5w I i 10, wmtsm) I I . `40;1-�i-. � , . . I . :== I , - - j -, - , - i, t 1. - - , _* I - - - (;;, . " * * , , el 3xv .Ow -_ +� See .2,4 � 0,024' WILL THICK I '� -. . , ,it, 11 , 60 I ,+611 . 1. /F �_i__ I FlEmmm I D ' ' " 064. '_'� 2, . - N". SEE �-7_ 51 EDGE .11 I - ioQ.2� 1 .0114, - . L - 1.125* I EWE : I- I �T'i,is_ I L :ae J � OCTAIL A 4W - - ------- ------1 p . - -r".) 1- L .375 � � - . _ D STORm PME I A I -- . - 7m. - DITAIL _ - 2.000,- __ --- PANELS SMALL K INSTALLED ALWAYS - - 2.m7-. - mu LEFT TO TM*ff W/ 1/2, LED PAM (�) ANN HEADER (�) *F' TRACK (�) AME WITH STUD AT END AT LEFT SM OF - Iv- TOP EDGE ,,�- - ,-- � or INIALL 0,02-- INK,.) - GALVANIZED STEEL - -0-270* PAWL I END LOP 1_-� w/ HemelacT Com, ,�,� ",_1 ,�- 7I 1 �_ - R.Ciw. to.W t � �. PANEL . , - _ I - I /I<- __ - - - �� _�, 13r, 0.270' I . - - , '_ , - _ - - I I I - - - - i - �- �r�-___ �� __ -�__ TIQC* .5 ...", ,; .25,ro '1� - '_ - - , Z I i - - - - - I I 02501 , 4or '. - - - . _... / "'m, r - zw - � . � . "E'"k- - - - I � i__ �- � _�W- � - I OR (p) - 7.250, - I ISOMMIC VON MAIL A 133.4 � m3i, - 1 270- � IIA"D " � , . " �.Gn* I .:�O-1 ROUNDED CORNER 0 ENDS OF PANEL'S I - MIN. .00* .- - 2�378* _. END UP W/ HEMMED EDGE t - 10 (N.TS) 37v, 1 Sonat, Immiff" I 2.500' I .wl OW (�) KEY WOLIE WASHER I-- - . ED" OF PAM 3.750' (Yw-) .7w 3 (�) KEY HOLE AT PAN - -150-- 072' -0 it 1 ". I .SEE SHEET 6 FOR ADDITIONAL 2.124' --.150'- A, LwtAmm 0 maw LENGTH 6 I 1'. __ I DOI' 1w t ONLY VAUD ran WAUATOS 000 - - I 2w. I 1[ .75' (�) ZXM_2�� I I . Imr- wm STRUCTURES 4 MAX, LENM I _Io�i ------- . _-, 2.000* - Z.00D' 3 750' m --Iw. . � . 125� 2 ow, I i i mp.), I - - 2,548* - -- I.Als -0 '. 05010 L_ .- - .7w .250_" I ("P.) 'He "U" (2) REV. HEADER @ 14UDER -1 - - - - 1, MIA TO V Mo.. __ - I I I __ 2.000'- __ I g SLEEVE IN MA)L LENGTH 0 (@ ANGLE , (9 We TRACK @ PANEL , I , , ,�4- - 3.00D* I iiH. � 01061-111 AUC`V "S '�_ (I I Z4' W= ,% ..� T,1�2001 .� J.k ,� . � I- - i � (USE ONLY FOR E-Z HANG STORM PANEL A§ 1 .082" 1 -� -**. ,, ` 1`�N SYSTEM) ALLOY . _ - ---27r MIN - - 11 A 11si,%.., 6063-76 ALUM. �"` ,.-TV- II I - � iZ 3\ �? I - --I �Il' zz ! No. 44167 . - I FLORIDA BUILDING CODE (Mon Ngh Velocity Hu Zone) 1.67,- ;_,L�l ' - zow 1, MIA. 0 0 � * NUTCO. Nc I.P. - I "�� .' -A. 24 "M GALVANIZED STEEL STORM PANEL '.T' 121- ;�. 1�. I--' , t I- I �ow, , � '_ S E OF : Z, OW- 10� I FYI, ) 12DI 0 1 .1 - fi,Wi ". % .. ,250' li, __ . ali2lum -- - ' ' I L. - _ 1. - SEE SECTIONS , � 2.000 I . qw, . PRODUCTS. U.C. 11LIEC O.... � GLOBAL PROTECTION _ . . MITI j I Amoo Sm. 61 Saw 204" ANNIF. - W. - MA - - . - WAL FL 3SH4 @ BUILD -OUT "FAA (R BuILD-Our *r TRACK @ & (�� WASHIERIED YfiNONLUnT .. ONO WN � - - am -1-1-1 NAOM, W)M-7&W rAX, M4)M�� 20-175 - - CA �gl's - I- oweeme- 2�q amm . IBM ANGLE (ZAMNC 3 ALLOY) PIE. SEkluw#ffuwwun .I= A ?LW JF_ AX *Fap-! -+- am 2 w Nt . I I INSTALLATION INTO POURED CONCRETE DETAILS FOR REGULAR PANEL OR CONCRETE BLOCK rU STRUCTURES N-ny&an CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE - TSEE SO4EGLU ON SHEETS 2 TMROJGH to) EXISTING, POURED CONCRETE OR CONCRETE BLOCK S4EM 9 THROUGH 10) Oft CONCRETE SLM REQUIRED. .. I REOUIRED. k . .., ,ATDWTE LEG * .'�. CONCRETE 4400M =�&TRCG - - ED. COLL ME5 . t . .LOCATION (SEE SCHEME - SHEETS 9 TMqRDjGW-f 2 0 � � , - , " 11 ,� " I.: ;; I 0G." Hall, I- I I :.- To— � - _49� I'll, .... I - I 1/4- 0= . FIX WOOD, ,-, ,/",. " M. OR 12- 11/4' ./ mut MAX Im - I— I I CONCRETE ANCHoRk. -_ -- -1. - 012 ,/E. ox 11 - F__ ____ I : ! (SEE SCHEDULE ON __ __ - - 11 I I : (�)'_ � _ . __ - I i -.We :;� - L I �',,-`�', : Ic ED . , I �. �� 1 "" C.0 i b i r I I �, _., M.. '� , , � ,,'z , � i, �,,, i . . . . . j r.,,, �.. PANEL LENCTH : --m-ri, C, ) I '.1 � . . . - �__,1.11;_ (SEE SCHEDULE ON SHEET 3 I I 01 ";;3L.9 ,�. 4 I - 01 I I W. 1 MR59:2�p SEPARATION 10 I I I 11, . !11 ! A . TO GLASS. I ON SHEETS � I CE SCHEDULE .1 I =-= An ,L* M_ TO GLASS I %2*1*1-110 (SEE SO4EDULE ON . I I Xk SHEET 3) � AT M. R 9 a to w : Z.ftl. I SPACER o, I 1- , ; M.. � I PANEL LENGTH i (SEE SCHEME f ! ON SHED 3) 1 ' .i/_.11 'R'kP 3! A, . I L, I =41-1171 X I , %, -M 1 -I, LENGTH Lo.m am F-471 PANEL ""i - .r (SEE SCHEDULE i Se'"m 1 i SEPARATION I TO GLASS. . _ i I (D =4H I_- I , I � I _�j ON SHEET 3) I w1j. I ____ -_ I 1 �_ ,� - _ ( SEE SCHEDULE ON SHEET 3) 11 i I I I `�' . I __ --------- SOS , OF v I i".1, ��.�,:,4: ,;�",.,,�.�, MAX. ., ;� - - - .11 11 r ". 0 ED 'if , __ - � - -_ ,'I-- --- I - I I i 0 or v MAX. I I I - - - 11 -_ I . 1:, .. "".1'r, 1 - T T, - ; -, , , 'v',�mr�._',',,�.. .. : , ' 50% E D �f�;,�-:_,' - SPACER - OF 'L* : : L'... J. 12 1/2- O.C. .,,�� I . t ,��,�.,;� , MAX : t, I -I I "�' ., .. � ." ______ �. : 1 - _ - j I I 1 . 6 Q. 1= I Eq :::=:�) I . . CONCRETE ANCHORS . :', � �.: � , �� :�_:, ,, � ,�,, , , ill " '17 7 . ".�,� EXISINIG POURED �, � .��,, � 4., (SEC SCHEDULE ONF 6 . I CONCRETE ANCHORS ,.�,.� " - , I (SEE SCHEDULE ON _: I �, � � j I 1 5 ,,, � �'. , �- . _ , , � , � , " z - , ,, ..' - , _-�, , CONCRETE & I �: _ L ,�,, �� - I T *EOUIRED �� * `�� I �, -m 0 THROUGH � EDGE OF WALL OR SUNI SHOE to) (A M CONDITION) SwEm a THROUGH 10) - , 2 1/8- LOW MAX. ALUMINUM "i 0 .1 - 9 SPACERS 0 D.C. VALID FOR jj4WIr �,,'�� ', � ::1 W, I _v.m.Cw".12ZMCFLEFE _.� I =' L ALL DESIGN AND PANEL DIMING POURED COWIRETE, L04THS PER SHEET 3. OR CONCRETE GLDCX CONCRETE ANCHORS - (SEE SO4CMU ON REQUIRED. . , :; MAX, LONG AUJM1k4W SPACERS 0 REQUIRED � _C TABU ON llr OC to - - -_ ED. SHEETS 9 THROUGH ) - - _ (SEE 01 - 10.) SHEETS 9 & COLING A%HMMOUNTING SCALE 3/8- I' BUILD-0 BNTING SECTION 5 SCALE 3/8-1- WALL MOLWING 40IR"An w CERS 69) OR IQ = SCALE 3/0-t* . ,.""#""" "`� A R , Ijk /1��%%`E�--. . I *. FLORIDA BUILDING CODE (Mon High Velocity Nu Nuu Gone Zone), I f* . o.44157 '%. 1 *.. exact xviam. � r1p. 24 GAGE GALVANIZED STEEL STORM PANEL OWN P, E.D. - WOE DISTANCE (SEE SCH OULE ON E NOTE FOR COMBINATION Of' SUMONS; I 70P & BOTTOM MOUNYINGS CAN BE 1 * * :*j S I -.- --- - it-$% !TATE 0!�r� �_ . - - ,r - %., OW-b,* 011101 `% OTInInn GLOBAL PI=CT1ION PRODUCTS. LLC. CARL, �.�L .w lue III � SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY .... ,7 � - - 16t.m= �. go AH-V CAVIL FL MIA14 "? 20-175 &--... PHIMIL. W4)M�7b4L FAX, WP� INSTALLATION. .� kiiiiiltl, .. - Do" N-1 Al"WAwam'VOIATUWAAW i We I ,��119 "K W. - I - n-1 INAR,WL, . � . `= IN '4"4167 - , t I I . I � $= 5 or to � I INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL in INTO EXISTING WOOD STRUCTURES LN; - _� I i :/,V. sm" a A- O.0 W/ - - ;7�77 I __ ,/2 ' VA, THREADED PCNEM"M . - I , - 0, 0 C, W/ : =. 2*,A' WOOD . -,�---- - - -, 1� t/440 LAD 5Cftv5 0 . - __: j -TO EMITTING WOOD MEADER 1. 11 _ REOUIRID /.,.LAC SCAM 0 v OC: W/ , � - I � _r � 1/2' � THREADED PO4rmAT*N I I . I � . - - � , FLAT OR 0. EM . - - THIREADED PENETRATION " ,T0 mr,"o wow �fpm � . i i 12 � ! "' -,- - __ I_ , , . - ____ .. � -1 I ---(4D c'. f'.." &..s, � I , . I - . . � i . - OF(D ! - I I ,-- I V us . A. Bir � I I ! /4-� I I 1 )-@C_A� 0'4-'*S-$ . 6 V ";��4- I 70'.3 WINC - _. __ 1 1 1 'I � .�; 1. � I � . .--- 4) i '. i 5� , I I " ,�� - . NUT 2 01C. , "I -9 a h 1, ,! I ., , i 1; . I :i , , I , ;I LAG SCREWS 0 so G,C, W/ . 4 CC,* pi4.1' s��L i I I I jl.� I 11 - 2 � I I . 11 �44 I ., , , -'/=1,2*111 1 1�9 - THKADED " Fia. . I � * EA Emu E) . , I .. I r32 � EK' " __ �. � � I I . ; ii (SEE DETAIL 1/2A & STAG WOW HEADER 11 . I . � - . I 'A WNG NIST I j !;T _M?FT " I 9. 1 .1 -1 _ , , I m fvm (I") � Q �; 11 : I . L VITAL 1/2. A, C-t 1 1 1i 11 3/16;= gP - 4 pul-sms I .. �� .. I L: � L lA_4IL&w_ - ; 5 1 0 A I [,�r 0 - I 16 I /7 A , , . I 0 CA END a, Q) " � ,-I (TO 1 7 C_ I �, I -4-D ..",�11 (e, i I i =.T- I 11 OCT= a i __ - I I 'T ;;& 1A . - __ � I i � �, -_ ; --- - _ -0, i I �,- - I I I L z"z,_- SEE 1110 "'N"' NEOU"C` I I I - 2 §/,S- Aft. -� / , <D - : I I - SEPAIKIM - - - .. � : .� , I W 3 :, ", w - se - : TO CLASS I ". . - Gaz 7 I : i�� TO CLAW /3;. � , At la, 0C ____o . 1 , _�� - a,,, � - . ! 7 ,/a. -_ 1 2 LV`RY 0,40L, I 9 xil ,_ � I SEPARATION I F it 1 x , ,/4-.-2O,3/.- - M MASS t 1/4-020A,3/4- 2 - - 9 I I t _ - - __�_ - _2 II/Ir - / gos-,-v � "' I SEPARATION - W"K 0 1 �M I i q I I TO GLASS I EVERY OVERLAP gI 4 1 EVERY wma.* I � ( fl --- -_ .1 ; . - v - - I , - . 41 i 19 - __�,__ - I 11 I -1 I ! - - . 99 - I I w 11 I � FT I I I 19 . : J1 � , ; - - .1 . . I 1 i " I I ;;;; � 5 I I I I .. __ ; I if . I j , � - I 11 I IN I - ,� �j - , i I � 1. I' I 8 I 1 .*=434 ms I �� ,,, ; I .. ---,: I �- I '. I' 1; gg I I Ij I I I F I I I __ , - - - -1 __ � . __ I I ... I � I 0 Wvt I J n I ;- 1 I - I�z - � .. I I - I -, I � I �v . 1 - . I - [ I i ---I I I - (2-.3 _)� � . , 7, ; : n- 21 ' I A. . , - .5 � . (6) 1 I , - , I - Y I � ___1 __ - � III,r% / 2 1 ' j/ FANLA"TIE FEMALE 0 * � , a r 1 e I 1/.,.-2w/.. M.S, - '. * ; " -A 1, A - f i 11" i - ,;B11111 - - I ka I * larftV32, 71d � PENETRATION* 12 1/7* O.0 - -_ ,4 / MIA: 1 .1 I . I I '. , MDTT IA SKELOW11 I � 11 . " /4' - , - I � A,Cj24p4' [Bail I I Ly- 31 - . 111 112 :/!�11_115=0 . _M1 , .. � " I 14251A. . I It / , S�w I EIMOOD - . . ,� I PLATE 11 SERIES 70DO OK FLAT OR ON , -11 gm.hly 2),L _, _ . I 0 PAhE�TE PLUS *1 Non 'A SCLOtO � � i ;4�-l;I2,G-,3/A; -& W1 1/8'.4132- .�,: � PENETRATION 9 12 0 WAR . . I - I * OC NG , : C� 1 '. , !011 ; -- -, _ I -1/4*.114SCRMO - O.0 #,/ INSI&UTHM I I ,/2, NA, FLAW ,,/, , scouts 0 1 8, - =%- =�012W�' , --2' W - om 6=%. - : 2 71 .B- WILL i 9011 V rulT oft as romo,"'C" ALTERNATIVE 2"w . � - - 2'... .'a or RATE INST SCALE t/4*.1' � "." ... ". I,., ce ON - I I ., "W - � I - ALTERNATWE I I , , I I BUILD -OUT IN SCALE 1/4'.1- i � T I INTING I - - mm, I _,_ NILLIN ALTERNA . A I INSTALLATIONS ARE ONLY VAUD FOR MOLDINGS WITH A. D DESISP, iOADS I - M 10 fillififi If SCALE ,/.*-I* , .� At I " --w UP 10 .660� -75.3 PH AMC PANEL'S LDXYH 21 - top loss*O' I .&EMNAM .3 , ;:.,, * !yf�', I El , ,I- __ _, . C 1/4--l' �."�".,�� 2 FOR NEW WOW FRAME CONSTRUCTION WOOD MEARSEWS To SET SOUTHERN _ .. PAR. No. W/ SKCM DENSITY OF Oft P=v 2, 055 EOIAL I __ ,*, - p _ � -.14,11", �V -.T .�uivsi* 1 I FLORIDA BUILDING CODE (High VOtOCIFY, HUrYICOn* Zone) - I .... = : No. 157 -.. 1 �m TAHIM - 11 SCE v -OULIC.Ocs ran =*; I .- * 1 20 CAGE GALVANIZED STEEL STORM PANEL ot- w I on" "' NEU MIN 10 TRAM -ML 41ASED � - - FIXALLATIO. S1000WINST, V-2V .--- I 'MO OR YM( ON . , =&- I _".. STAT OF ei-_,;� �, -p,. � GLOBAL PROTECTION PRODUCTS. LLr_ 0"/,`A/1,`N` "10F 0 c5mL �L�_ :-I=. ALTERNADVIE TOP HEADM jWQLZW�1e`-- .1, muto Sm. S, ~ e�`_- 0. MOVINCIS Cot a Comm" IN ANY CONDITION & ANCHOR LOCATM i C�g -..-.- No"....""WFlA.'. " T, �. 'L. =I mw.t_ )M-MW FAIL �")�-ft, 20-176 '111'11'1'-1-1�.M I I - , 16 " � *15TAIIATION. SOILL 1/4" . I- I. �,.O,,,I; 01% -.! - .I - I- CRIANG. - Im I " NOTT v4ATER PACKS .Or S.OWN FOR CLARITY %^Jmo--,Wl�'t , -1 I - - 11.1 i - I - nm: !", -'-,.',' I I NAM 1. OF � _. -I - � I I I PAMEILS(b .: = cjb =00t no IS MAXIMUM PANEL LENGTH *L+" OR "L-" (ft.) 0 MAKS" A.SD OESICN PRESSURE RKTIMIG (P�IFO I. or -) CONCRETE At WOOD INSTALLATIONS t -,, __T , aao rpl-** 121-0* no ?i W-a* JOG W-8, W-9, 1 310 lo'-fo* 101-01 AGO IO1_T* #.-,. I lr-r - --.AID- Sao L-!:-O, lt�,. - 8.-,. ___ _,_ - 510 --.--- ___ � fil-r - ___ 8,-D* - w_0 L jj�o --- - - -Fa O_ - - -8--r- '' Lt- ._,F --F-i; - , _A� - ,,-I.- - _71__S*_ no 7,-S, #'-to* Sao PI-21 6,-r atka r-o- r-5�_ 90.0 V-0, 61-21 It" I. -It. - 61-01 - 100.0 1. ,.-I. 5,-, - polo - - _1 0'-3' S*_9 . - I PAO I - s*-r - - I ".... , fly's - I - , I I 1"T i -,I 11 , 111FAW". I F; -1�mi,,Ift c,,,7w#: am F "'T �-�l;,�-in'�.;,l:l".MF.IM"�m.mx;l.w MAXIMUM PANEL LENGTH *L+" OR "L-" (ft.) 0 NARROW A.S.D. DESIGIN PRESSURE RATING (P-0 I+ . -) CONCRETE a wow MISTAILLATIONS t - VA,-*, W-0, ____!�o - J5.0 W-101 ll�r I 10.0 _11*-fi* - vo,-?, 350 to'-?Q' - vi-p^ 4010 - q*-r__ 01-21 p�l* 8-_;�;7_ ____450 sio- ,.-I. W-2' - -ii-a ir-k_ _T-q- - ---- - .�__ - .-,. - --I-..-- - 1. ___iiv__ - - __ r-&- ___ . - Mo - ?1-5* __�!-�� ll,-W 750 71-:1 91-4* Sao 71-0* 8'_5* BID__ 7-01 01-31 900 j'-p* ff'-11 __ 95.0 lr-?* 51-fol FOOD o'-J* SI-r tolio o'-", I S.-A. I I tia's I - I ,--a- I UNA&W SEPAIR013I TO MASS SO4MU MAXIM(Al PANEL LENGTH WIND SPEED 4 170 M4.h WIND SPEED , 170 -pJ, (in) UNRESTRAINED -_ RESTRAINED LWRMMWWI RBTRWIEO, - 30 ON LESS I . I. o* 6 1/4- >33 10 90 1. 1. 7 1/2-_ 7 1/2- .90 To 145 1. 1. 7 fIr 7 i/2- FT-E-5-iiT L_ - - 1. I - 7 I/2* 1 MIMIL11LIM PAIMEL LENCITH finl rIOR A OWEN MOUNITING CONDI'MN TOP BOTTOM DIRECT MOUNT � 1. HEADER .U. HEADER 14 1. *r TRACK 'r TWA ANSI WSCE � - DIRECT WOW 4r 1. 32' 35. w So. 1 ;-7- I_s'xi.5* STUD ANGLE 3v .1 . 32' .w. 47- Se* 30' '" Ir TRACK 55' 1 1. 42' 57, - - : �� . I 111. 1. 1. 38" '. It so '. ... .�.-- D.M..O. (�). 1). 0 .1 C, 214 1/4 3/4. 4/5, 5/5 & 6/5 -1 "�"- 2W/6. 3W/7 k 4W/7 _". ._ AN04MS (SIDE SCHEDULE ON r MAX , _ f* __ SHEETS 9, 10 all) I- - --.-- __ __ I* ON, _ _ _ _ F-101 I I, MoL 7 0 - FT -I- I --I 7-1 - - - r- -i - - -r--r, � - - 11-7-7-r- -I- -I- 7-�- -1 I T___ - I- I � � . I � j . [ - I I ---ELI � I ilt i � - i[ -11 - it ': LI I -1- i - � 1-1 i� � 1___j I- -1 -1-1 _11,�� I 1 1 1 tl I , . ____.__ ... 1 7- 1 __ j - - �21 1 -] - - - . - , I - - - - -1 ;_ - : f I 1 _4�v i I - [ I -T1 7_�_ 7 � I [' -1 I I - I ! � - - I - UNBOLTED PANELS i :1 � I I I � EICILTED PANELS INI 640-E20x�ER � j_E (SEE SECTIONS AS ! ; 1S, MI.& BOLT w/ 0 k LAP APPLICABLE) L (SEE SECTICIMS AS APPLICABLE) i 9 ! I I I i ! I I . i I I I � I ; ; i I i I � . . -1 I I 1 i I I I I I , , .� i , I 1, I I - � 8 � � . I i I i I i I i 1 I I D.M..@.@. - 1, , - - - - �", a - , I 1 i 1 1 1 L - . � 1� a i 4, i - - 1� : I- - - I I I I @.,@ - r MAX ; � - 3- MAx I' NAM -1 1/4, 3/4. 4/5, 5/5 & 61i I. WK i 1-0,2,1,1 L*1111/6. 2W/6. 31110/7 & 4W/7 - - _-AHCAM (SEE sc"mku ON SHEETS 2. to all) I --- 01 ELEVATION I 2.48r N M /A- m. CA, Oft O~ -1 WHOUE VALLEY!) _F a I - ___ ho , .0 I 1 10 ILTS. NDYM (1) L+; MAXIMUM ALIXAMS11 PANEL LOOM FOR A GIVEN POSITIVE ASA DESIGN LOAD. L VAIL ALLOW14M PANEL LOOM FOR A GIVIDI NEGATIVE ASO, DESIGN LOW. 2 PROCEDURE 70 GIVEN A SM. DESIGN . MON" PAP& LENGTH 'L-* FIX 1 (3) SEE SCHEDULE BELOW MO MIN. PAM LOOM FOR POROSITY QUALFICATION. _j t mwxtAym tHro wow Am: LIMITED to , 95 "I mAx A.&o. DESIGN PRESSURE RATING I .. . SPACES @IS USED �_,�� .. - . .. FLORIDA BUILDING CODE (Mon HIgh Velocity cone Zen . . "y . * -_ _. : . .2m TATm M. GAGE GALVANIZED STEEL STORM PANEL I " tot: .4416 ' I 24 Cf^w w 7 '. . . . - I . * * 11 ATE or !�� , " 't� �.�� GLOBAL PROIECIION PRODUCTS. LLC.L= . 41,1�7 - � . . , . , /v4,p-w - - - u. - m - 113;7. "' I` . ?�� 'i , v // plom M-)M-V"k �_ _�_, �20-11�5 2�� - '4-' =_1=_M_1_`"" ._T _ . INSTALLATION DETAILS FOR REGULAR PANEL (1) .4� -, ____1 __ INIQ WOOD STRUCTURES 17- ' L . f . � ___ __r,_ - -1 _____ L W. I � I . i . � , 1 , I SEPARATION ; -01 L, - --------------------------- I '. -, � - - 1,1 ,,, I TO GLASS. . , .. ,� . . VICIOD ANCHORS 11 - " r -_ - �1 :,� -TsEE : (SEE SO4EDLPA -%� I .. scm. ON I . 1�1 : I ! I . ON SHEET 3) 1 v. . � I 1. : SHEET 1 1) I : I (1) wjj�= I �� _ I 1. . I - - _ __ ---lot, - I, I _ --4�- I :1 , �, - -- " � _ - � . - _ -) , -, ;:;, . I I I Z.-.= � � I I I 1; I I � I � , 1 j I � i I � ��' - _ l "Ll M.. I . . - I ;; I - - _ - I PANEL LENGTH ml"`� WOOD HEAD ER - I tri --(2D WOOD AMI-CSOCIS � - - ' - 1:oz \1 I (SEE SCHEME .. I . REQUARED . It I - _ 1� I - -, � - - I (SEE SCHEDULE ON I I .�_ I --- - ,. _ � . . . . . . . . . _�___ ON SHEET le /4, SHEET 1 1) k, at t �il � SOX �'. t, 40 0 kw v mwrm pr 3 0 � � �w , I a! 7 SPACER i or *L " , I - - J I - I I i - T Mw I I J� . I � . I I � I WOOD HEADER , - . I . � ED I i I 0: REQUIRED 2' .", � 1 � - - ___ . 1; . I I ; : � I : 1�� - f..., i � , I , I r - 10 ED 1 ., � I I ! .1 I----, .. . . . I - - . F____71 I I - - -- : a U 1 1 1 1 .-_@ 1 * MO. LONG AL_ SPACERS 12 1/2' O.C, TABLE I 1 1 . I � (SICE )0 W. i NOTE - BELOW FOR I __01 SEE LWATOWS FOR I SEFAAkTION ILI I It, I I � � � . - LONG SIMM 1 1/2 MLE'ACTH MAX ; I I_ TO GLASS. i PANEL LENGTH It I PANEL i I I : - I (SEE SCHEDULE I (SEE SCHEME I I (SEE SCHEME I - PANEL MATE FEMALE TO OR PANEL MATE I ON SHEET 3) ON SHEET 3) 4- I ON SHEET 3) . I : :1 i PLUS (SEE SO4OLU ON SHEET III) I 11 A IIAX I Y ; r iA- I . I AT I M.� � �. ; I = ARATION . � : We SEP ,_., EXISTING_ TO : 2'14* WOOD � 4 I - GLASS am PLATE REQUIRED _-H`_11 - - I r(scr SCHEDULE - : - - (D ; ON SHEET 3) 1 DIRECT MOUNT W/ SPACER IM I __ 9 * - I� t'A - - __ j I : - ALTERUTIVE 2W' SCALE 31w* ! i to, It 1* 11 . SEE TABLE it ON SHEET 11 FOR MAX. PANEL LENGTHS & I Sm I - L=_j I 0 12 1/2" O,C. MAX. A.S.0 DESIGN LOADS FOR THIS INSTALLATION, I Of IV I I ED I I- MAX. I : __6 I I - I I " - I �� 4' 1 - O.0 Eb . . I ,1 , 0 12 1/2 1 1 , - I I I E16 I . - r .r : 11 . I ______ " - , 4 1 ** sm. ! I- _-� � - qnm=;o t +-, I ., � WOOD ANCHORS I - . . I - - _ I_ I . STAGGERED W/ STUD � i i I � -, I � , SAMMOR SA m K I 'Ir Low �. " ; = SCHEDULE ON I .1 � � L . . ! SHEET IT) I (1) ll$WAL4=k 15 ULWO 10 A OWE Sf= @AN= MR Ir_v ' V" mm now NOW CTAS 4 A Onn=M INN ANY 2'WA __(D *Am WOOD I - __ _ , � I . Kum mm mommy mmumm, on SHEET it). ,� PLA REQUIRED w � I I , _1 _.. r voulam � 2*.4' WOOD . I � ...=/m STUD loop w3"-mW3v"wuw"wT%� ! - � _� i � � I 01 4000 01" THOU DO numl, 0 OR no To I - 'A i PLATE 4 I - _ - � , - I r" I I I Do, um AS IK " � � REQUIRED PAM talt .1 (SEE SCHIMI � - " " .j ="AT . '/4* ac, � . i, , 94M s 1) cowta oft fbft 6 A REPEOM FROM ft 1/2'04. P.04 ALUM ON ) . I (1) MAXIMUM ASO Do" PRESSURE ! 1 ""an OIL � . I RVM 8 +0% -0 P.A.t. I 1 (3) NAIL 24 ONE PAWL LOWITH 4 LAWING) 10 W 9 ANY OPOW I I � Coo a A mar"woom "lom DINNER PAWL LOOM Nam ON I - - - _�J__ GO wmx STOW P"a LOOM 4 WALL MOUNTING 6 jIRVgQT MOUNT ; Sm-AL - III I ". I I i ALUMMM 2IN 1 (A) X woma rpm cNe""C" IRA $WILL K AS 0100= 00 (1) a SCALE 3/8-t- L WOIU� ONLY i I Z Mom SLOMOO"DTommmownAm I INTO AMA gm ph" .0 POR .. NWRT 1 SCALE 3/8-1 - I I ,_ "ft SaMem AND THE em (ft ENRON) OF IME PJNM . 0) OMMUAIM WMID OCT VVIN . BUILDING OW I ! 011911-all. I I , " IF " , , , , .1 �.. ..... ___ .-- I h= -'�CE' *...... - FLORIDA BUILDING CODE (Non High Velocity Hur cone Zwo)l MOM FOR CCbMWALON OF SECTIONS: 1. INSTALLATION ARE ONLY VAA.LD FOR NIAX. AS 0, : No. 44167 " 1 am lk%M MC. 24 GAGE GALYMIZED STEEL STORM PANEL rp. : I DESIGN PRESSURE RATING (p.s.1) AND PANEL LENGTHS I IS, '. : - ow- o" * TOP At BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - . .*3 - . COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) I I . % STATE 0;�:_-�Aw OL09AL PROTTCWN PRODUCTS. Lw. ",/VM `&;;;;S� IILIECO.NC. ME- INSTALLATION. _7'. ,�tj � am So. *1 snut N.5 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . IMME. FIL 3005. ��.-�!Ip 110" -,=- AL.a - 20-175 W�! mu�ml MEMBERS TO BE SOUTHERN PINE No 2. Wl SPECIFIC 6, , AM- .. ,wm "No. ca.Mlo� TAX (104XIIII-417IFl N , - - DWAW ft DENSITY OF 0.55 OR EQUAL I ,""t2,"m,. mieov�-OMTU"lt CA-00mis pi, e-1 - 1 - lool-I - 1 - WALIUR I, ,, - I ,,Wa,lj A, . - wit" 0 of is AA, , 1 FM9 . i 1 , 1 1 GENERAL NOTES ?W�mlt��t�� 060MMIMONT (PLO.) HAS KEN VERIFIED FOR COAMPILANCE IN ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SMAU NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (AW-DADE / BROWARD COUNTIES). DESIGN 01I LOADS SMALL BE DVMW40 AS PER SECTION 190 Or THE ABOVE MENTIONED CODE. FOR A BANC WIND SPEED AS REQUIRED BY THE AARISOICPCN "M STORM PANEL WILL BE INSTALLED AND FOR A DRECtIONALOY FACTOR XD-0.63, USING ASCE 7-16 AND SMALL NO EXCEED THE MAXIMUM (ASO) DESIGN PRESSURE MITINGS INDICATED ON SHEETS 3. 0 THRU 12 & 17 ' to N ORDER To VEqW THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS OrrERMNM PER ASCE 7-16 SMALL BE FIRST REDUCED TO A,S.O� DESIGN PRESSURE RAING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MAX (A.S D I DES" PRESSURE RATINGS INDICAIIIED ON SHEETS 3. 9 THIRD 12 At 17. 16. IMF. P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3M INCREASE #4 ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINING W ACCORDANCE WITH N.D.S. 2018, STORNA PANEL'S ADEQUACY FOR IMPACT 40 W$C RESISTANCE HAS KEN VERRIED IN ACCORDANCE WITH SECTION 1509.1.2 OF THE AOM MENTIONED CODE AS PER AMERICAN TEST LAD OF SOUTH FLORIDA )REPORTS #MIA 01 -07 AND #0219 02-09. AS PEP SSM 1 2-9111 & ASM E 330-02 STANDARDS, AND AMERICAN TESTING LAO SOUTH FLOP" REPORT #112301-10 AS PER TAS-20! AND TAS-203 MI OLS. *0 AS PER !CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE FLORIDA BUILDING CODE 2 ALL ALUMINUM EX11RUSIG143 To BE GOW-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 3 ALL- ALUNRINUM SHIEEI METAL USED AT CLOSURFS SMALL HAVE 3 105-H I A ALLOY 4 ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTIO A-6W GRAM 80 MINIMUM. G-80 GALVANIZED STEEL Uts'GINATIC. W/FY- 922 I- (AFTER RIOLLED) 5 ALL SCREINS TO BE STAINLESS STEEL 304 OR 326 INS) SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER Ph 500�11 W1 50 W YIELD STRENGTH AND " KIM TENSILE STRENGTH AND SMALL COMPLY */ FLORIDA BUILDING 0ODE SECTION 241 ., 3.4 IF , BOLT's TO BE ASIM A- S07 GALVANIZED STEEL OR AM SO4 SERIES SIAINLESS STEEL WITH 36 � MINIMUM YIELD STRENGTH , ANCHORS 10 WALL SKNU. at AS FOLLOWS, (A) m - 1/4-0 TAPCON ANCHORS AS MANUFACTURED OFF I,T,W. INALOEX. INC iMi, F'3192 p-) :/ * 0 . 7/0, CALK-441 ANCHORS, AS MANUFACTURED BY OE" I INC : /A'* , 3/4' SOLID -SET ANCHORS. AS DISTRIBUTED W ALI. POINT SCXFIN� BOLT It SPECIALTY CO 0AT. r-3000 IL4A) . 014-10 PANELMATE FEMALE 4) At PANUMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSIRUCTM PRODUCTS. - 1/4-0 ZAMAC MALIN ANCHORS, AS MANUFAMM In DEWALT. INC A 1) VNOIAUM EMBEDMENT OF TAPCON ANtfHOITS INTO POURED CONCRETE SMALL 13F I A/A% 2- FOR ELCO PARELMATE APO 1 3/4- FOR ZAMAC NAUN ANCHORS, A.2) CALK-V4 & SOUO-SET ANCHORS SMALL BE EMSIEDIOFD 7/6' INIO THE POURED CONCRETE MO EMBEDMENT INTO STUCCO SMALL BE PETIMPTILD. 1/4' 0-20 SCREWS USED SIVULL BE 1 1/2- LOW MINIMUM SHOULD MCCO EXIST, AND I* MINIMUM FOR WALLS WITH MO STUCCO. MO WAY BE K40ED SCREVIS OR ALL THIREADED SCREWS W/O HEAD. off WIN WOC NUTS A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL 00 FLOOR. ANCHORS SHAII BE LONG EWJ04 TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS MENTIONED IN A, I) AMD IN A.2). (a) ! - 1/4- 0 TMw_QN ANCHOIRS AS MANUFACTURED BY I I W ITUMLO[X. INC. : i/4' W..,I/a* CALK-mi ANCHORS. AS MANUFACTURED BY OFWALI, INC 1/4-0 /A- SCLIO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO . #1 - 10 PAIWELMATE FEMALE ID AND PAMELMATE PLUS ANCHORS, AS MANUEACTURED V, ELCO CVNSTRUCTIGN P r0#1 - I/:- It ZAMAC FMAJN ANCHORS. AS MANUFACTURED BY DEWALI. INC ,;. I t1k A, N, 8.1) MINTIl" EMBEDMENT OF TAPCON ANCHOPIL ELCO PANELMATES AND ZAMAC MALIN ANCHOR. INTO THE Ya'-��'i; BLOCK UNIT SMALL BE 1 1/4' � 0,2) CALK -IN & SOLO -SET ANCHORS SMALL SE EMBEDDED 7/0- IWO THE CONCRETE BLOCK UNIT. NO 6�.%,44 STUCCXI SMALL BE PERMITTED. i/4" S%-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM S-4.1 to EXIST. * AM I" MINIMUM FOR WALLS WITH NO STUCCO� I '*'. ` STATE 8.3) 14 CASE THAT FIRFACAST STONE. OR PRECAST CONCRETE PANELS, STOCCO Oft WOOD BOARDS BE FID "k EXISTING WALL ANCHORS SHN.L. BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHA. -M :-k,�k, �t ANCHORAGE SMALL BE AS MEWT04ED 91 8-1) AND IN 8.2) /01VAI (C) IQ- .- : - 114"0 TAPCON ANCHORS, AS MANUIFACTURED By LIM i6fiDEX, INC - 014-10 TFAMELMATE FDA41E ID AND PANIELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4,# LAG SCREm PER ND.S� - I/16`0 , 5/e WOOD BUSHING, AS DISTRIBUTED BY ALL POW SCREW. 801.11 At sFECIALTY CO C 1) MW41MUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHAII BE 1 1/2" AND 2' FOR FLCO PANELMATE PLUS AND PANEUMALE FEMALE 9) C. 2) MINIMUM YHREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SMALL BE 1 1/2- NO THREADED PENETRATION INTO STUCCC SHULL. SE CONSIDERED AS PACT OF THE REQUIRED THREADED PENETRATION C 3) MINNA.At ED" DISTANCE OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED IN THIS DRAWING CA) MINIMUM PENETRATION OF WOOD PUSHING SMALL BE 3/5w 1/4- 0-29 SCRM USED SKNI BE 1 1/2- LOK MINIMUM SHOULD STUCCO EXIST. MO 0 MUMWN FOR WALLS WITH NO ST0CW C 5) IN C" THAT PRECAST STONE, Olt PRECAST CONCRETE PANELS, STU= ON WOOD 904" K FOUND ON THE CIOSTING WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE $HALL BE AS MENTIONED IN C 1). C 2) A C.4) (0) ANCHORS SMALL OF INSTALLED FOULEHI&W ALL OF THE REcOmmUNDAYl AND sPr.1FTCAnt)Ns of THE AMCHOR*q MA14UFACYuRjR 8 PANELS MAY ALSO BE INISTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEUICN I YMM04 6 (SHEETS 4 THROUGH 5) EXCrIPT TkFT HEADERSO &Q) SNALL TIM BEL USED, 9 (I SMALL OF THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE = . TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME 10 EACH REGULAR STOW PANEL WTH LENGTHS OYER 90'. AS PER SECTIONS 1. 2. 4. S. 6 AND ALTERNArVIES IN, 3W & 4W ON SHEETS 4, 5, " & 7 RESPECIKLY; SMALL HAVE A LEGIBLE 440 READILY VISIBLE VARKING INSTRUCTING OWNEIC OR TENANT TO SECURE PANELS *TIM APPLICABLE REINFORCEMENT DURING PERM OF HURRICANE WARNING 11, ?HE INSTAILLATION CONTRACTOR IS TO SMICAU.9 ALL SHUTTER COMPO" EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WM/RAIN INTRUSION 12 STORM PAME. INSTALLATION SMALL COMPLY IW4 SPECS INDICATED W THIS DRAWING PLUS ANY BUILDING AND 10t" RECULAPONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 13 (a) THIS PRODUCT CAILUSTION DOCUMEMIT (P,ED) PREPARED SIT THIS ENGINEER IS GENERIC AN13 DDES WT PROVIDE NPORMATION FOR A SIT[ SPECIFIC PRWECT. - WHERE THE SITE CONDITIONS DEVIATE FROM THE P E 0 (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION IMCU9wG LIFE SAFETY OF THIS PRODUCT BASED ON THIS P_EO PROVIDED HE/SHE DOES ACT DEVIATE FROM THE CONDITIONS DETAILED ON IRS ODCL44ENT CONSMXT04 SAFETY AT SITE IS THE CONIRACTIOR'S RCSPON$&LJTY (c) THIS PRODUCT EVALUATION DDcuwkwt WILL BE CONSIDERED INIVAUD IF MODIFIED (d) VIE SPECIM PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARC_ WHICH WILL BECONIE T14E ENGRACER OF RECORD (EO,R) FOR THE PROJECT AND WHO WILL BE RESPONSIGUE FOR THE ROPER USE OF THE P ED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE PXD ENGINEER, SMALL SUBMIT 70 -INS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (o) THIS P,E_O. SMALL BEAR THE DATE AND ORIGINAL SM AND SIGNATURE OF THE PROFESSICkk ENGINEER OF RECORD TAM PREPARED ft It. SHUYTCR MAmNUFACYJRER'S LA13EL SMALL BE LOCANEG ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER Al ACCORDANCE WIN SECTION 170-92 OF FLORIDA BUILDING CODE ONE LABEL 94ALL BE PLACED FOR EVERY OPENING LABOUNG TO COMPLY WITH SECTION 170941 Or THE FLOM12A BUILD" COW _-E�;� .� FUCCO. mc � 21 GAGE GWIANIND STEEL StM PAKI - __ ___ ___ __ " � MY - "=' 11LIECO, .. \ C1 OBAI PROTECTION PRODUCTS, I.I.C. L " Meo to 11 fmw Owd. I'l- =I. ftICKIL FAA, C*~ `RU` Mr., 9 -__x T - - " 20-175 am - ael 1 - _ C..)ww-YMA. DW.Mo,'m, __ __ I - I - - I ______T __ - - ld&�� 1-1 -Ar w_ _j ..--Lgwrw4 INSIALLATION INTO POURED POURED CONCRETE ON MICRET, IR.O.C., DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK ==7911, -_ "Mo _`E"` STRUCTURES �- /, 1110u,PFC, I.- REQUIRED CONCRETE MAICHOMRS I � _ . CONCRETE ANCHORS . I . - I - (SEE SCHEDULE - I , SHEETS 9 THROUGH 10) 2 (SEE SCHEDULE ON � SHEETS 9 THROUGH 10) : 2 OR - 1". I- , -1 I CONCRETE BLOCIN REDUCED, 1/4-A-&-l' 30 F 11 .1, I � , /4' . -- � ,:iii�� ,1��4' -SW . A, "Moms 6 Ifir &C I-- - - - - - . I : . _1.__.__. . CONCRETE ANCHORS I � f (SEC SCHEME Chm 4-0) I 1 .. EJD E..6 , SHEETS 9 THROUGH , - - __ - , . ,� _ "", - " rr �11� ir,01" MI.. I I 1�x I 1; I., I � , " �, . I" , 1, ff, , I Ed -_ I I i IV , �,�f,',,�.',�,,, ��, / ",, :'If, -11 . I (D _T f�_, 4 � 1 - C, , I I i ; : � I - � 0�_ I NAM I F-- TM" -1 I_ z I I,--- , I. ,T- rvm� m ... I5 1 = "..Ft �;.A.�� , �� - L_ - i� SEPARAXION T_ _4 I ommoomem. LAWSON � r-dr) ED. - i-.�-; ��,�.�,,Ail' I � : - a= R`_� (SEE SCHEME I 'L' No., � (SEE SCHEDULE I I I ,", i ON SHEET 3) I 1 PANEL LENGTH (SEE SCHEDULE I ON %W�_" , I I ! ,a "t, Met. INIT, SEPMXT04 I V Mo.. I CONCRETE ANCHORS t i ON SHEET 3) I I PANEL 1 I 0 (SCE -4 To GLASS, LENGTH (SEE SCHEDULE SCHEDULE PAWL LENGTH ! (SEE SCHEDULE I Y" (SEE SCHEDULE ON I I . ; I I ON SHEET 3) I- �. -- - -- 10 I . - ON $MEET 3) I SHEETS 9 THROUGH 14 _0 1 1 1 :5�', I , .11 ,;, 1 `,� 56X i OF *L ! =114 01 =11 I i �?5'.'_ ,_? _� . , ,,, "", � Z ii , , _ i- - '' � � 0 F 0, t "a 4"N . : 50% `%1'1/1� � - �; OF Ic i . " , i - 01 I, . I , � . , -I i Q-':�,.n.- , MAX. ml� i I " I - �-111"f�"I'�'ll��,,�";"",�?�- . I, � :� rl, � i I ........ % D r I .: I i�11'fil 1� I,., I /,. I I i I i . I tz�= - . I I C.0 ........ ", .1 - I �::.% I - I - , ". - ,. @ - ", , _' , I'll, 11 I �.. ED. �:w, I 1�:wl i, ,,�.,�__ � - ,,, i I 1) i 4u . � , I , , - __ T - ; v EXISTING POURED I CONCRETE of rp_ . I ��. : AN, 12 Ilr 0jr r I - __ . ': I .:��-.'_ k __ @ m - ,w% 42 .at= mue, I - fix scm CONCRETE - ,- I I REOULREM ",,'f� - .(CRVESMEA�NCHOMNS . . ._ , - I OONICRMm ANCHORS . . I . . ._ . . ._ .- . . .- . . - . . - . ON . . . . . . . . . . . . . . . k� ... I I - - I . - - 1/4--mm'. Im " W/ N-A -ID-0- 0 it lIr O& 11"", I I . . . I I - � , , I S I` �. 1/1/ --- J`LmT1 - I. mi.. - . �,�".` F� � �.. A r,j,n.;=;L.'-) . . .... , ,�e � I "! (�) IS a C"-IN mqmoRs ARE USED &A�M MTHEN EXISTING POURED CONCRETE ALTERNATE COIMCRIETF� CONCRETE - wro,,G�OLOCIK CONCRETE ANCHORS PAN&MATES ARE USED OR CONCRETE BLOCK REQUIRED. ANCHORS REOWNRED. STAGGERED W1 STU-6 (SEE SCHEDULE ON (SEE SCMEDUUF ON SHEETS 9 THROUGH to) SHEETS 9 THROUGH 10) Buw4w mpusimma wm,� ftibliffa SCALE 3/8.1* I ,kdk!ff MOM WALL MOUNEF SCALE 3/8- I - 00!VNISMILIALMA, ..... .,.*, .. r�pm . LLOR �W KOLDING CODE (Mon HNIgh Velocity Nu am Zone) E.D. - EDGE DISTANCE (SEE SCHEDULE ON ha FOR COMBINATION OF SECTIONS, TOP & BOTTOM MOUNYINGS CAN BE .1 - : - 21 :* 0. 44167 " I % % -. ;i�- - -_ _4_.K��_ -_ - -_ - - - .am fLnm WIC 24 CA" GALVANIZED SM STORM PAM GLOBAL PROTECTION PRODUCTS. LLC. _. IL ECOatoc .m SW 5 slow "�. ohm W, 07/37/tWORS am . SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY -11 - , .. ".., - a _`AWNA - - : Poft'-'et, .fl. "A.L. - A. Ag = 0.414 H_ I", CO-)�IN& 11 9")$"�m 20-175 - INSTALLATION. 61 1 - in .1 - ft. . - . . CA-00op'll n-1 - IT,= Z v, Sw . I - F-09 I OVAD A N 0 1 1 1 INSMLLATION DETAILS I __:__�I�r__ � � I FOR REGULAR PANEL r1j INTO WOOD � I I I I . . �. . .1 I . ALTERNATE LEG � , � �, - I 4 r I 4,Xr (w CIOSTING _____ , I ---.- - . - LOCATION - NM WCEO�)m sm= " 1. � I , 1� 1 0�1 ADEOUACCY OF EX67M WOOD . . 1 ..� . I � � INEAM TO BE _- --4-11- =OZY "" .4 .� . . -i- - j � REGISTERED, I i � L Anomm PRIOR To wurTm ,,.' , '14�11* . I , 1 I .__ , - - �!i ., I _1@ WAUJITIONI I .r � I I � W= ANCHORS - � - " ' TKIC SCHEDULE ON . ; r , ALTERNATE WOOD ANCHEI " _- % jux 5pqx= w .1 � '� --, � !. I -. I' joh. - �* I ! . :91.11 .0 *10.0 .w IRA am ,. / / � SHEET it) � , , , / SHEET Iq '. 1 -Ea_ ==�' 1; -, I __ ", . F SCAM, .. ,.,-, SA .3, W/ OUT � 1� t -I, i . 1/4' I ' . - I . i;� , . - � I O� - I AN-MRSIN IS - - MO. 1� WOOD HEANJR .1 , - I - , 1�_ 12 �' ____ - - - -_ - __l I J� I 1� I - I =-A i REQUIRED , ld 3: x2s= I , � i r ' - _ T r ll.F-30� , . Q . � wow ANCHORS I (� � ",.?. .�. . , I 11 ! � , r, (SEE SCHEDULE I*- 2- : I � , � I- . SHEET 11) - ,, I . I I MIT. I !SEPARATION TO i - (j) I "I I ,� Ri a. : i _q) - GLASS.(SEE . I 1 SCHEDULE F_,_�,__11 -J, L : I I ON SHEET 3) 1 Or AT ii�o I P-1jimf I Afir, SEPARATION TO CLAN - : IL' t I . lt � (INS FOR ma I r_0 V VAX, i --- - I � I __ - . - - PANEL L040TH I I A A SCHEDULE ON SHEET I t - - IV - � - , , ;/.. , , .1 " ... I. SCHEDULE ON 00 T-In SHEET 3) I (SEE SCHEDULE 1 , I I wl -0 ON SHEET - '.4- �=Iok_ ___ � ___ 3) I _� - I � -Leaw L- ' -1 I i !' ' - --'-- , I - -- L' - 'r- , _ --- ---- - - - L I - 01 I , I � wx I I OF 'L' I WAX, : MAX it - A I - : I (�i) - ... " --Fb I I I to t2 i/2* O.C. i � I_ 20 _ __ ; v 0 , I , . - 1� qr - V NO Irw"I 1 ALLOWED 0 i L I - -- 98cap - EG , �'. _=v I -I ',�_M" � I � wJ :�, CC -- I - __ ,-- - I I, ,A . , - � - : I 1 ' - N I � � 13 I__ - ____ . , - ,Z-Xb- WOOD '�_ . � - , - . __ DECK REOUIRED L I I 2'.4* WOW PLATE . � . __ 1 FZWRM . 1, I . � WOOD ANCHORS -(SM WCOO ANCHORS , �., :; ! SCHEDULE ON N � , =_=-� . . I I . , � SHEET it) �_= SHEET I 1) _=� - I I I L i - I L _ 12* MITI— - -_j --- -- I -, -_ CEILING AND 0"� MOUNTING ALTERNA11VE 3W SCALE 3/3-1- BUILD0 !� ALTERNATME 4W HHH wju 3/8-1 - .. �: -,�'!"�;\ �� F, . . i ,R:�,,�r Im'...... No=, NOTE FOR COMBINATION OF SECTIONS: I . INSTALLATION ARE ONLY VAUD FOR MAX. A_S.D TOP fir BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS COMBINIED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON S14EET 3 INSTALLATION 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD : ... - . I . No. 44167 '. I FLORIDA, BUILDING CODE (Mon High Velocity HID . a * : , . . or �*l -M lmwm WC. 1 �$%. . 24 GAGE GALVANIZED STEEL S70NM PANEL - ...* - . "_1 OA"- A, 0 . lc�__ - - tons Zone)l IFIF of � I /W "MIE. " MEMBERS TO BE SOUTHERN PINE No 2. W/ SPEDFIC �., ..... - "'O X V,,, LTai7:E:C�0:, So �e GLOBAL PROTECTION PRODUCTS. LLC. DENSITY OF 0.55 OR EQUAL AL "I Met ANAAL ltm�__Itltm. Am Sm &I slw FL MCI.. 1 "�W...., .it 1 - =-u- -EHL M.)m-rlc mor (o&C)oow-sm 20-175 P,L K^/=wAmt,own ML C4_00011714 "I �.: I. . I= rug o. ! - DAM 4 I - i Ne !-.! I I" ! I i DrAwwo mr, --- - I __ -6--o QD 0 = Cn -Cu -0 > QD 0 III- &_ 0 C_ C) C_ C CU .- -I-0 C" 0 a = 0-0 C 0 &_ 0 0_ a a CIO 0 An _0 Cn 0 !E 2. �_ -0 (1) = 6-0 = 0 0 (1) -6-0 CIO 0 0 = 0 E I- 402 C .- -4-0 = _0 8414, Cn Cu _0 ..= 0 U- 4- 0 a) -6-i Cu-6-0 (n _= a w 311. = 6 % C= =. = = =. Cn - m rq . -= 21.4 = 0- .!2 m i 0 .= .= CA 4 .CC 2 -3 w . 2 �Ic w = w . r. j '. w Ili -CIC = Cc -a 3: i = w .= ,5: w z . .= w C= :ml. = :a, funp .0 = a a: z 1! mi CIO " (1) a) C: CIO 0 0 " " =3 w m < z z < _j 0- r4 t Cn .M 0) 3: m > 0 &_ CL 0_ < 40 (1) (1) = C/) Cu > 0 L_ CL CL < _4__j 0 =3 'No 0 L_ Q_ (1) Cl) Cu m SHEET NO. SH 13 �- � � . I ______ _- - __ - ----a �- __ - � - - - __ .- - -__ _ .-_�__-__--_ ,_ - __ __ - __ - - - - I I I I . .__Idb_"jbdidN"_1_,__k,-. - - . . . Ii., I ) I � __ 4� __ � --- . . _. . I J -, gA, - A�41"�,&""AA_ 14i� - - - -_ - . 111 - W1.111 , 04&�AL_#jI,-__ 1. - 1. . � " it , , .. I I - - - ... - � __ � "A , , ,,,, .L .. - !_ __ - - , - 0 1 _�� & a E R INSTALLADON IN POURED CONCRETE. D STRUCTURES: VALID FOR REGULAR, LIFE � ',�_, - " -11 0 1, 1 ,-" , 4 ,(�D a 0 Ol, POUND C000rlm -1. Go -� 11111 - -1 -1 OCINCAM ou" on .. �,, r"T WOOD FRAME Mea, . 4031'r " , I 1 2' . J* - -To 4111"' 0 , , �3 " s! U-11 (A) & 0 rkvuwn ANCLE WITH A . '43,/.; �: . �� I . ,tL il 2 1/2' IAPCOV a IV or_ 77 I. , 1C1 ) - - s 1, , i -I. Go _1$ 1 Mai. .�., --��- P.= . . 1/00 . 1 314 # - I ANOXIM . - - -f� - : �. =="-=,-b. - 4 1 1 '2- 7 1/7 ( - e_l PXOUNW 1 2*.4' W= FMWE ", I L "i, OR(3 "I - k'. I � e ' , REDWED � _ ". I ` - .. , I , A , : I I 11 � 4U�' , J� , �,,--,, - _ �,,�, "��,/ - � , - ��- T ' - i� , '_ �-L .__"'�7 I � ' I ..� " "�`�_` \,w jj�,E, , -I ' , /.-. , "/e �,, 1� '-�,��k_l - III .. I r ;. ,_� -1 I TENNIATE I== I � ., MI " i 12, ac t�`�' _' I r : 455 10, - t 4 ' ., " L .. YAM - 2. : 2' : !`r A": CONT. 411 ", , 4) !r M. L I mum. . � 97� Va. AM. AMU OR � ,� 1. 3105-04154 SHEET POUREP COMM"" CONCREIT ' - '2T 1 , __ :-, WrIAL MUM. BUff AUFFE . BLOCK OR 2'"'WOOD PRIMAL " IS " t%'4' , 2' I �. 31D`1:1"'Ii OM" --I- _' I I- T, , REOLWD , _�7"T / . .tal I L, I - am � &' 2 li/2. & 7 " ' - 2- - I T. AL 'al , Cowl, ALL" ANGNUE � I W. I/;, , .. K - i / , , � .... ....... t.� _ _ _,j . GAP \� - 1, ____ _�/ �_4 , -Z 1/4' WILT _4 , 072' 0 3;. VFF 12?oc, 0� OR 8010-111, `iu_Q` WIAC~ C-4. AA- .40a CASE A (PLAN) CASE Q (PLAN) SCALE 1/4'. t' SCALF 1/4--i- SCALE 1/4'-I' SCALE 1/4*-l' - - - � "I a , - I SOLID-50 OR CA"`N .. . ,.L �� OR nw, w .7f - 1_ t- I I -" ' " 11- , -3) .a ID .9 OR ='- U.'-= OR' PAIIIINVIEtr '. __ SM OF OPEN" SCHEDULE SM � , 00 27.4' WOOD , V.� WOOD , --� N. PANEL I ' I, I �Sx - =MN't," � 11 , FRAW REOUM AS AP"JCAw 10 & ") - ', VA - I (A) & 6 . . BEYOND - "" 't-41 �� 11 " I I QVOG`N` ) ., REOUIRED i . ; - 1 _2� -1-!I1 I OPENING MOTH � 1, POUND CONCRM CONCRIENE .. � 1��`,�'�:-"R.%, 11� 1.1�1 � -ftbca OR 2'", WOOD FRAME . I If) , i �114111'1� __1 , � _;,"�*- -111 � -1 - REQUIRED � - . I 141 I 3!.* U.. / - ,��"_'1111.. . 14 1 ;�,, 11 - , , , , , '. .�', , 1 I ' ' �' ' L L: �",. �,� � , - -,. ,,... �� _\ � I . 1 I 1 9---(t .(p OR(4 ,_ / ,--,, / "i)- ;&= - - VARIES I am I5, a. \_ TI I , - To : I 1'� w" (NEVER, Cut END PNVJ : I X - 90 DISTANCE --T,- -1 7.,--- 1 _`"AM . � . I P) . � -, -7 -; _=1 � / I I . - . I 1. , - - - - IH.4I �__\ -icj: /_ 7" at WIN 7 ,; K rk,1*1\ , , �t .J. SCALE I/4T.I' ��. 'pe I _\ /W`� --.!!� CERTIFIED PANEL INSTALLATION AT WALLS W/ .J.4c z"."U.. VALID FOR DIRECT MOUNT INSTALLATION ONLY III . w 0. -�4h�� \L/ \ !.��n �" . . I ... SURFACE UVEL VAM71ONS IMININ 3/4- f .: No. 44167 ". I !*;Or : . . * f FLORIDA BUILDING CODE (Mon High ValooCify Has Cam Zo CA E E (PLAN) CASE (PLAN) 1� '.�.'_ 5 TATE OF won latem oc. 24 GAGE GALVANIZED STEEL STORM PANEL V�. - M_ P. I.., �;Ie-.. 4-.1 07/77JIM SCALE 1/4--l- SCALE 1/4'. I' . lkoplaii'....o�,A�,j - - "", 1pyj';;:5� , \ ;wm PROTECT" "" N= / 11LIECOeme. I PRODUCTS, LW. 0011'. "p"'Y""', &M� w vowswin cc No ave. a Sam 'Irl_lsj� - """' Peaaa� swc rL 3NII �� (66, 20-175 - aeo-z IC-Jwv,-,.- pw-?bw I" (W)MO-4"7 DOING ft, . - n ".1 SENWVWbouwjlwm M-000611. I - - 1 , i P", . I 11 - 0= &10 0al . I , I - I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING STORM PANEL CI) INSTALLATIONS INTO WOOD SMUCTURES (VAUD ONLY FOR PANEL(I)INSTA-LATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) MAIL &SM. DESIGN PRESSURE RATING (P.-J.) VAXMN ANCHORS SPACING MR E.D. - AS SHOWN ON SHEETS 6 & 7 , AP� AL,],IFNA� NATION CUWY OF TAM MAX UM PA:L LEMON v ("') � TAPCON LAG SCREW PANCLWTE FEMALE 10 PANELMATE PLUS WOOD BUSHING 13' ". Ir 13, ". I (TM - 13- 13- Ir 'r - 13* - ,w (0017W 6 112- - a 1/2- 6 T/2- 6 T7F - 112T 2IN (TOP) __ - � ______ r ___ - - - __ 6 I 11V - -_ 5 1/2' __ ____ 6 I __ A, - w (wry-) - 5;;r LISS -------.- a' - - - - . ______ 8* ---IF--- -..-.--- ,.-- - a. - rw) - ----i;--- - __ ---- ) .45. -45 Olt LESS ____!L, __.. )a* __ - 13, ---,-- __ .Ik__-Jt�_:__� _1r__ - . 13, ___ CFOP) 1 _6� - ____ 3; 13� - - __iji - Wrnft) - 13, 13* 13, 13' a 1/2, (IMP) __ - 13, 13, - 13" 1 . r w (BOTTOM) - It 1/2- - 0 1/2' __ I 112- _____ 0 1/2' 6 I/2" - __ _ - _ ___ 0 1/4' 12 1/2' a 1/4- __ 1/2- ' " ___ 4' __ 5 1/2- 6 1/2' - - . '�" ! ti/2� - 1/2' �-� - 1 7- - 7- - - _ - G ;i_ � F �T __ - _ - 1/2� ,�_ 12' -.-- 12* -' - . _"' ___;_ , V - 11 13' a 1 __I_____ '. � .--- - 13 - 8 112 ISEE TABLE #1 FOR MAX. A.S.O. DESIGN LOAM & MAX PANEL LDCTHS WHEN SPAM " IS I USED, WAIRESPONOM ONLY TO ALTERNATE 2W ON SHEET 6 I 1/4-0 TAPCT. ANCHOR & 9 O.0 I - ED* EXISTING PGUXEG E.DA CONCRETE OR CONCRETE BLOCK RECKONED 1/4-0 PAMELMITE PLUS , ANCHOR 0 $2 11r 0C. MAX. A,S.D , DESIGN PRESSURE RATING (PA.f.) MAXIMUM ANCHORS SPACING FOR F-D. - AS SHOWN ON SHEETS 6 k 7 APPLICAMUE To A.".r. :7,9.TZH IDA MAXIMUM PANEL LEMON v (") I TAPCON LAG SCREW PANELMATE FEMALE tD PANELMATE PLUS WOOD - 4. jr Ir 13, __ 137 Ir III OOP) - %37 13' - Ir __ tr a' Is, (BOTTOM) 6 1". 6 1/2' 6 1/2* 6 1/2- - a 1/2- - (Top) +45. -45 To -75. -75 . - - __ __ - _ - _______ 6 ' __ _!�4 __ _-____---- - 12 1 __ _!T a. _ _ 6 1/4- . - __ -7---) - L imp) 51-W ON LESS I __ _____n__ 7 1/2- -1 13* _7!l2i_ ___ r w- ---a' -_ -_ a, __ --- - -_ a' ____ -_ - ___ __ 13, - MINIOM) _T31--_ ___ -I ___ __ �7 I sy" ___ � ____ 13, ___ 13, __ _.- 13' 13* (WITOW) 13- Ir ,3. 13, 10' IN (W) Ir I i3' __ 13" la' 6 Ile to (BOTTOM) a 1/2* - 6 1/2- 5 t/2- 6 1/2- 6 S/2- 20 (W) . - � - - __ -i 1/4- - - - - 12 1/2' ___ _; --- 6 114- ---- 2w wrt..) - �V_W TO _ 4 Ila' 51 7 472'7' 7172 -_ -_ __ .. � (TOM - r-s- '. b 1/2* a. '. - - ii (.Fiw) I a' 1 � 3: -.1 -- 13- s �/-2- W-rlop) - __ - __11-- 1 ;, 1 'i '. I. I 11 14W WITIOMI, , ISEE TABLE 11 FOR INAX. A.S.D. DESIGN LOADS & MAX. PAM! LENGTHS WHEN SPACER 0 IS * USED, CORRIESPONDING ONLY To ALTMATE 2W ON SHEET 6 I DSLJI,k . A.SAX DESIGN LOAD MAXIMILIM PANEL LENGTH 40 PSF OR LESS 6'-S" I > 40 PSF TO 50 PSF ,.-Z. F50 PSF TO 60 PSF 5,-io" __ I A MAX - PANEL LENGTHS ARE ONLY VALID FOR INSTAIALATIONS W/ PANEL MATE aMALE ID OR PANEL MATE PLUS ANCHORS & W1 " �P .AQM,t�q,W 1/2' O-C, . _ INSTALLATION DETAILS FOR UFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCREJE BLOCK STRUCTURES 9WO.'e"'D i/41p TAPCON POURED - on CONCRETE BLOCK ANCHOR a 9-0.6- ;,, - CONCRETE BLOCK REOUNMED - OCCURRED. - I CZ) "I. , I , ,- 02 I I ��" 1/4- f-, m , I ". , 1 11/4' hqkx� - ,,, " Wit . ; r . � _- 3" ` I I ED.- 1. I , �, ; i - (a) I 11 1'1,1;5� �. .0 k ow , I U." �'t-C) I I V me. __: I I PINE' - (SEE CLEVATIM ! : ON SNEET 12) � ; - (j) L/2 : i @ - uvr- �Lf a , I *M&%%S SEE INEETS 5 It 18 FOR ANC"CRS TYPE & SPACING FOR NSTALUITICINS MOTO WOOD FRINVE INAUDOMM, � ANCHGA SPAGIM*S AND 091MUM DICE DIFFAMCE ARE INDICATIOD ON THIS SCH04AL MR LO LESS THINK MUNIOD 04 SCHEDULE MM= ANCHOR SPICANG GY MULTIMLYING gft"o go* am SCHEDULE r THE FOLLOWING; FACTORS. FOR INS OPMTM 70 K POSSMILL AMAM SPACING ONLAND USIM FACTOR SMALL NOT K US THANI MM1WuM VACKNI NOMTED MR EACH AND" TYPE ON INS SCHED&CE 114*. 1/4'. ANCHOR Im � UP= - f4dupw ALUS I umm .Now wit" 0.0 3 3 - == jc�Paw ft) 3 3 � 31/2 XNL = mm 4w RWM I ll�r - . - . an :a - - I 11r, - - . . - sal - - - - __ I_ _s_ - , __ .s. ___ - � ,.w 1 3 'Ir I - - I EXISM CLASS I 'T ,/.,�i-p S. .. I %, MAX. 6' PANEL LENGTH (SEE ELEVATION 1 ON SHEET 12) I., I I . ........ ,_ . ��, , . fl, .�, �jw, .., q,-�j,�,��,,� i �_ qj) �� 111'�_ * _ i '. .1. f �� - _�; I I COSTING POURED ',?"� CONCRETE OR �11_1`_' : � I ___ - @ I. qaOCw .,,;, CONCRETE �%'. REQUIRED wonaNIFF, . i I I ��;. � , � " �1�,�,� �� ,�,,� . . .- - _1 __ - .,; � _ ' 1/4-0 PANOUMATE ;%t�15__ � 3 ANCHOR (BEYOND 0 uffg6mn WALL MOUNTINGS SOME 310-1- CODE Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR MRM PANEL 6) 1NSr9j91QNS INTO CONCRETE & CONCREN BLOCK STRUCTURES (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRu r,. ON SHEETS 4 & 5) MAX. A.S.D. DESCH PRESSURE RATM (P.O.) MNUMLJM ANCHORS SPACING FOR MIN E.G. PER SCHEDULE BELOW III - APPLICABLE S ,q M so:110FIS OCT06 PAMEL -, (FIL) MAIL A.S.O. DESIGN PRESSURE RATM (P.cf) VANIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELDW * APPLICABLE TO SECOOMS a ",,,L,j I PANEL LENGTH "V (".) TIPODM SOLO -SET PANCIUMNIII: FEN" 0 I PLUS ZAW-%A" , cm _w IN 1. . t TOPCON SOLID -SET FEMALE 0 PLUS 1!MAAC_NAdUN caua-w _ii_� - - 10 wwwx 10 __ ___ Mom 10 M 'a = To CODE Clir " COMM= a- � IQ - To To cowpom 19 CONCilm - COMBINATION or or THEM ra "' CCNWM To __ -_ am 10 -�M 3k 10 O'Coo, 10 = 'a asesm , Ojw cwww " 3k - -.w cok4wsw4N OF INN +45. -46 OR LESS . 13- 13' Ir Ir Ir Ir I_3* 13* 'r 13' I M) - 51-6" on = -45s 15 . TO 63. -0 . 13, � 1 13, 13, 13* Ir 'r Ir 13' Ir 13' Ia. IT 1/2 I (TOM 51-r OR Los - IF- _Ir ir 73- - 13- . 13r 13- 13- Ir ". - ly _13-i- 13, - 1 Motlom) 13" . 1 13, 13' 13- Ir Ir Ir jr ir 13' Ir 11 V/2 1 MarTUM) la- ,r a IY r13- 13- 13- 13- 13- 13- 13- tY __ Ir I Jr. - 2 1 r 1 13' 13' . 1. I r i3' 13' 13, I r I r 13, t I i/2 2 COOK) - - 3` 13' Ir _. 13- Ir - 13' -, ir __ Ir ly- I - � � �i§ Ir 13- Ir Ir I r I 1 1/2 2 (NOTION) ir ly I. - Ir - 13- ____ Ir Ir 13' 13' - ly ". 13' 3 (Yop) __L3�_ 13' - i3^ __� I I 1/2' 3 (TOP) __ - _-, _, _. .Z_ i -t/2.12 1/2' 6 1/4' 6 1/4' 12 ". - ". - - 6_1/4- 6 1/4- 3 (901101aj - - " I -12 /2 1/4' 3 (BOTTOM) - r a- 0- '. ar 0. . a. r _ a, a. - I 7 1/2- �� 1 6 1/2- a' a- 6 1/2- a- 7 I/2* 6, 6* Ir '. 4 (TOP) __!� - r - - - a. - - - 1. -_ - I - - ly�_ * a- Bi- - __ - 8* - - _ r_ __- ._ 4 - (BOYDOM) i li6';') - 5 IAGMM) _____ 6 I -;�j .-a- . - 1. - li� ___ 73, - _____ Ir - __ 13* .__!�__ w 13, � ____ 13* - ,----- 13, - - r Ir - ____ ,3. __ s* _Ir__ _ - _�� ____ W _130 - -,- - - 134 - __ a' _130 _ - ii T/i; 4 (WIMM) i-?i-m� . _T3__ i I 3_7_ __ I-Y -I--- �� - , ___ I . _ - a � 13 - ,.� �3- 7i_�-_ _ lr 'a - ir 15 - _ ?3- 'r - __ Ii. _ - - 13- 13 - - - - * _13�_ 6 1/4 - tr __ 13 - ______ 3' � _L-,- 0 6 1/4- Is, - 13, 13" 13* _. 37 ___ 13, __ --,-. Ir _ Ir ir __ 13" __ Ir ___ , la, ___ - Ir __ 11 lIr ___ 5 (w"OM) ____ 5 TTOP) Ir _Ti�_ 5,; - --1-1, __L3� _ 137- __L _ _ 1 1. �. 1-1 r I . 13- :p �k - I 3- E� __ 13* - __ Ir - __ 13* 13* __ 13' __ Ir _ _ -1/4' Ir _ _-__ 13* _ ___ - I]- - - - Ir - __ - - - 13. __; _.___ IT 1/2' ---I- - _ - __ 16 1/4-16 _____ 1/4- - a 1/4- _C3�_ 6 1/4- _. - __ - _!_ _ - __ - - 6__I/_4_6_F/4* NT/1_' 1 __ j 1/4 - 6 '/a. 11717 6 I L') Ir '. 13, ItO 1/2'. Ir 7' 17 1/2.5 1/2 0' 4 1/2 - I (TOP) .51-0, TO IC -4- - 13' '. Ir 13* 13' 6 1/2* 13* , 1/2* 2 1/2' 6 1/2' 13' 5 I1r I tW) I >5'-W 9�110 - Ir 7' Ir I 13' 1 tr _r__ 9 1/2 _13T Ir , 9 1/2 110 1/217 1/2 Tr d' t (BOTTOM) 7 lIr 13, 13, 10, t3* ". it' - 8, i3* 6 1/2' 1 (BOTTOM) 5* 13' IQ 1/21 13' 7" 13' 1 7' 7 11215 112 13* 4 1/2' 2 MP) _137 i3" a- ir -13, - _;3� -_TF_ a ,/2-1 ir 1/2' 9 1/2' 6 1/2' i3' S 1/2' 2 CTOPI __!3L_ Ir 7- 3: 13' 13' 9 1/2 13' 1 0 1/2 10 1/2' 7 Il - - 13- 6 1/2- 2 (NOTION) 13' 7 112' 13' 13, 13' 'a. Ir -T.- to' - - it. _;F a. -_ 13 . 6 1/2- 2 (liff"061) 13, 1. ,_L _ 13* 13' tar 9 1/2 ,r 9 1/2 10 1/2 7 1/2 13' 6 I 1'r 3 CICIP) Ir 7 1/2' i3l 13, 13" lo- r 10T - a . ,3. 6 1/2' 3 CYOP) - - - Ii -IIr �2 F/2- a TI-e 6 1/4- 12 1/2- 6 t - - 6 1/4' 6 1/4- 3 (BOTTOM) - - 12 i/2-12 1/2' 6 1/4- 6 114- III i/2-12 i/2- - - 6 1/4*, 6 1/4' 3 (BOTTOM) 5 'Ir - T` 3 1/2' r _!_ Ile 4* LfIr 3- 6 1/2' 3- 4 (TOP) I 1/2' 3 - r '. 71 '. r 4' - 4 1/2 . 3 IjF' 6 1/2* 1 3' 4 (TOM) _ZL____r_ r - __!:__ a' - _ '. - llr 1/2' - - 4 (BOTW 6. - 1. _. a, - '. - 5 1/2* � - 7 1/2'1 - 4 (00711040 'r � 7" IV 13' 13' -1 9 1/2' 13- - 9 1/2-10 1/2' _- 7 1/2* _I 13" - 61- 5 CW) I sy, a lIr la' Ir F3" 1w Ir lo' it' I a- 13- 6 t/2* 5 I I 7* Ir 13' 13' 9 1/2" 13' g 1/2' 1 p Ile lar I 6 vn� 5 awrow) ir - s Itz, -IF Ir Ir 13- 10' Ir 11, . - 1/2- �1 5 (OMTOM) __!3' _ ,iZ_+ 1. jr _ 10 1/2" Ir '. i 17F Ir I - 1/2' 6 (YOP) Fiw__ F �_ 131 13* t3' 0 1/2* I 3- ± /2 _L 4' 5 I �F 6 (TOP) F-z I - ---re -wel-G, , 6 1/6,16 */4* 8 (w" �) I - I - 16 1/4'i G 1/4'I 5 1/.'I@ 1/4'1 - I - I is IN, 1 lee, 16 (BOTT.-) SO: "W I I FM NACHORS "in & SPACAG, FDA 0"FAILLA"C"S INTO WOOD FRAME BUILDING& 4 ~W AWCHOR SPOOM NO WAWW EDGE D67ANCE ARE 01OCKTIED ON M SCHEDULE FOA LO = THAN 000"M ON SCHrOKKE REDUCE ANCHOR SPACING IV MATOLYMC SWING SHOW ON SGNlNXjE W THE TOLIMA FWMW FOR ING OPERATION To K POSSIBLE, FgM= SPACING =NNEG U5140 FACTOR SHAN, Not ME LESS TWA MOO" SPICINQ W40"= IN EACH ANCHOR TYPE ON INS SCIVINAL I t/... I- 1/4'. Ile. I Ile. yea ANCHOR! TOPE _!te� "NOUN loub-SP ft-fawn- IM , - OA,.�T.i.m---4- , box-* - ww"M mom 9 - 1 1 1 2 'a, I '/? mmawso 3 ,/r 3 MWmaa P24 am 04 3 1 3 I/r 1 3 112' � ,,, t 3 I/r . AMM fl= MWU (M) FACTOR ___ - I Yr . - , -_ -- - - ___t_____,_ �, � '/7- "I -1 a- - - I - - - � - r - � _ - I - 0.0 - - - --,--!.I-- - t IAD - __ - - ___ 063 - I I 1/r - I-.- - IM I I= I I- SPACW= ONLY IIALID MIEN SPAM (1) IS USED SEE #I FOR MAX. A.S.D. I V'l DESIGN LOADS & MAR. PANEL LENOMS WMEN "AM . USED. - - - :3' MAX - D.M.. n2. " 4�L - , I � _ - _----- _ q) .1 q) __ - - I . .1 I - - - ____ __ - __ __ --I----- _____ _____ __ I .� 0 0 0 0 v 0 , -, r____.,___] ---- ----- --- ---- 11____. - ---------[ i ___ � .- I ---- � ___ 7 - _F : i 1 . [ ; i 1 � , i : : ; I � , i 1 1 1 , ; I I I I ! i I i i i i i I : 1 1 11 I 1 - � � I . 11' ! I 1 , I ", I_ . I �, INM,Al A A&D. DEMON LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6.-B. > 40 PSF TO 50 PSF V-2- - I > 50 PSF TO 50 PSF 5'-10' - A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS * W1 " SPACER AT 12 1/2- O.C. _. - .. ANICHORSI (SEE SECTIONS at ALTMATIVES ON SHEETS 13. Ia. 13 *16)------ � I - ____ ____ �.- rp,R- W13, R-2A/13. R-SA/114. R-111B/I& 0-n/13. R-30/K 3: MAX. R-IAW115. R-2AW/15. R-3AW116. + R-IBW/15. R-29W/15. R-30W/16. I MIN.— BUILDING CODE � ------- _ - . - .1 - . - -----, � I I � ! L/2 . I "', I I Z14-0-20.1- S.S. BOLTS W,@ 1 ] I v , - . , (USE FOR PANEL LENGTH � MAL T, am ,.-_§A) � \ ' (1) � i PANEL LENGTH �, REGULAR STOW PANEL � 11 \ REG" STORM PANEL i W-Ir 0 +40.0. -404 p�C � I , , I (W/ OVERLAP MID PANEL LEMON W I "___ _ - ,- � I --------- � .49 . .,. --,--- ,- _.____4 ---------- I ---------------- ! 'r-S, e +30 -54.0 P.0 , LIFE �010,1 PANEL I A . � - (*/a Mato Me PANEL LOOM 101.1) , � I - I � I . ; . . . . 11 - - - : " I �� I - - � � I A � USE 2'-B* MIN. PAME, LENGTH � j _� ! I . 1/4-0-2o.s. 1 - - - - I - I - _. - � - 1. .- __ AT ALL MOUNINAM I , , : I SS Lie I ' � _4� �1 �; - ! AT E1!0G . . __ -1 :;. L � �, __ - - I � - - _� - _ I - - � , 1. - I - - _ - - - � . . w ] a. I � _. I . _ L/2 I I I I ! -I _16- I . . - I - I I . I I'll i . - f , . - __ __ - .. , . - --- I � � I I . . I . - - - --- - - - � I - --- - - - '' - __ - . I __ - - 1.i" :_ I - , . . -- I . F __ , - � __ - . - __ __ I------ __ - - I- - __ - - I - - - , - � , __ - - � ; ------- . .- - __� - �-- - 4 ,5 - ----- ----------- 4___ __-_-:_ ___ - - - _ ------------- ------ '. . � LA& - - , I I - - TION 0 LIFE SAFETY � j X ( PANEL BOTTOM CORNERS . 4 . D.M..(�). � - - I - Z__�__ - I I I- 0 - I I � +_ ERLAP- .._._.. I -0yoko- i or (�) - Ljjj.*I"G Ntri AT,__ - W040 NUT AT t INSTALLATIONS ONLY VAUD FOR WIND k IAG LEFT PAWL - PANEL 3: ��_ I , Net, R-IA/13, R-2A/13. R-3A/14, a-19/13. R-2111/13. W-39/14. 1 .. SPEED UP TO 170 nw.p.h. R-IAW/15. R-2410/115. R-3AW/16. 1�R-18W/15, R-211W/115. R-30W/16. I I - - - -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 kill) � - . - 1/4' MAX GAP UEE SAFETY STORM PANEL (j) ELEVATION (f) - . � SCALE 1/4"-i' I 01 REGULAR 2.16117" 01 REGULAR ! . STORM PANEL OW CNITL��-il_ l!"Ll, WILLEY) STORM PANEL � � --- - ---- � --------- � ----------- -- -_ k9 ----------- � ------------- � ----------- - s I ------ I .- 1. � - --------------- --------------- rt,�-Z= =�tzz_�� . , - I I .�, ;I __ -1 ,; � " - ------------ ;_ � , 1 1/4 .- I I- .- ... .... ... � , - w , � , , .. � GAP \ - . / I . . tjc ... ., , � I -� , \ I *�__4z - - - - � " V"r 'Ix "" . .pt , - � 1, . . \ - � . : .--- �___ __ __=7_=___, �_ . . Zz�z ==2&- - = - _ _ - --- ��___ ---- � --r--t -------- =-- =_ TA - � . a 11 I = *: 7 . - 01 i : or : 3 ' LIFE SAFETY PANEL I I I. .I.- __ �: * __ FLORIDA BUILD114G CODE (Mon Mgh Velocity IF lacril - , , / .am Itnm W_ WERIOR X_'�- - - lo R I ;0, .-A 1 24 CAGE GALVANIZED STEEL STORM PANEL %;piz ........ * ...-O'LA - I - 11 N 14" - � - rE =C-O I JOLOBAL PROTECTION PRODUCTrh LLC. 07,," SMION A -A - �� Zj:al _ �.L I SCALE 1/4'-I" ��/�_C--> &9Iwr_1 x1==_x= I 'OtE, ( DMIC. IL WiNee-7bW FAIL CaNd' .1 - INSTALLATION DETAILS INTO FOR LIFE SAFETY WOOD STRUCTURES PANEL(f) - � __ � � - __ __ -, � , , , I ; . , . . . . � - - � I I . . _ I , � � I - .. I I : I I � � - - .- . - __ , I I "� : I I I � . 1, � I .1 , : 1 - I �__ . -I =a"GER '_ ��11 __ =11alo" � - -1 1� I , - . - -- - - - � , , � �. . 11 �... � . __ � I -1 - - - I/ :- - �1 �. . . � . . i __ �rl HE a'. EAGER OUPRE D . I . - 7 -i - . � I ___________7 � � I ___ _ �i "I _ "I , I I I I T � �=ADER - I . __ � I I . I I . - � i i . � I j - 7- _�_i I 7 '.I - . - i I i ! r � 114*0 TAtCi� � . --- I . i � I 1 41 1_/4*D T � , 1 _� - I - �, I I � - 11 I - "-/ 0 w oc. -- 4Z= 7 OC I 1 . � !�, ,,, 1 � . i 1 - , 1�� .- ANCHOR IN 0 CC � � - , , 1� I I i" . - III ir D.C. � I I � I" � I. : ,I I � � I I i 11. I., ;, 'I, I 4) I.. i 4) I . I , I .1�1 : ��,,i �D2 , � 1 1 - . : � I I 02 .1 . ".�;11 I '61 woosm - j ,,, .0 samolaw � :: ��-,' � . � � ,.a . j � . As moil 6 :z P,/,. , %. I � � . I . I I - 1/2- 1/4- � /2* t 1 1/4- I kw, i I . wAmm at, .1 . . , r . I I j � � ) I - 1/2 1/4. MLy__ - ____ k 1 , 1 - ' � I � . . 1/4- MAX-__ " I � :, 1, � 2. . � 616� .!� __ - I . -.- � 4 � I e I � I ,� I p I min. i I - I _1 2- I , �'i Min I I �, r . . , r 2. ,�! . . Not. I I I , . � I I I I tll� 4 : � , - ; I , I I '111 I . . , i , ( � ; 1, I" � I �t, 1 6 I I I \ ,1 � I , . I . � a, % �;, I � � [i I I I - ; I L I I I : I., . � � I I - D.0 : I - ,� 0 0 `Q1.1, i : i �D IF i Ul IF --mr-". , I , - I I . -1 �, - t - , Y. =0 nala I I I I I , �� a . VA 4 , 11 ! I ,,�-= - 2 I i 10 I - � I � __ .1 =,,- I ,- - 1, .. A I I .A I I =,-,r"_, . "I I I 0 I I I wq ; ,1, No I ,�, ,- I ammAost. I Lvm am 7-1r) � 9=114 11 a ! . I ; 'C MAX. IN a- � _- -1. - __ __ - ---,' - r PN41 i - 1L* 0 � __ _11A. - - __ LENGTH 11 -_ I I ILI If- IL . �� _ *A,-- . - I -,.,I.--- 17 j. PAWL LEMON a � 7-- I m- (SEE 1 e I � PANEL LENGTH ELEVATION 9 : i � ON sHEET 12) - - - I(SEE ELEVATION I. r - I 1 : � PAWL LEMON - - - ELEVATION, (SEE _t I : I (SEE UEVAT04 - ! -_ - _ I ON SHEET 12) 11 " , v " I � ON SHEET III) q 4 _ I .� __ - �_ - �_ - - - _ j I - I I* wit. : � (D � - 01 1 a I* ui,, ,__ SEPARATION N TO GLAS& : (�) , - (�) ON SHEET 12) : a . vL - __ � . 7 - - - - - - - 14L - - __ - - I* tell. I I 7 1-- - I - � C I I , , r-s4r-`!`x L/2 1 :_�110"_ - To CLASS , I ; IF____sEPARAT1OH - I I '. i Lw:I . I I L/2 : TO GLASS. 1 C31 91 - i @ - I I I i " 0 � . � I : 1. a � . I ED. I I 11 L , . a_- I � _ � *,I,lr I , I - I I at Eb ' - � f �_Mwiv;__ � I : �_ I � _7 __ � ED, - - I - , 4 k__L1_ A f �- I I I j I - I I I - , *,: I - � , - � I _ "J I � I EQ' L, I � - I ., __�i_ =�t� L ,1. - EID. - �� I t ', 'L _ _ _ I i �� 1,12. k. , - I , - " I & - I - _ --- i - I �l I � I : j � �', I � ' I I -1 k I I .1 I . - , . I L r I . . r C4) ' I I � __ (�) 2'.4- WIM � . PLATE 17 I � I I �il F_ , � , I I �, 1 r - - ; 'L i L I I l,'4'0 TAPC T! , .�: _ ,!/4'a TAINCON NOW"" - , � : i �. � " � 4 0 IMCM ' _" . O� Wop . : I I , L I I ."n-l"l.)XII . ; ; . 11 I I - c 9� DIrIA - =611 we/ o14.. 1 � I = , . I I . IN ,_ CC , , 1 �� ,.J J4*6 TAP COk i L I - � L ! I �. I REQUIRED _ � " IN .. Oc. , I - - � . 2 � -10; - I- --..--., tf � . 11 �� If I . I , . - .� I , __ " _. �. �, I - - �, , - REOUIRED � - - , Itcou'RED I . - . � - . _ . ; I I -, - � - - - � Hr" R " ALMIFE"Iffi i 1A IM IF I � WALL IWOUKQNGS SCALE 3/3-1- I 1191UNUM FFMJE13 _w O&AMEWAL WALIL WOUNIIIINGS SCALE 3/8-1- I __Ao - T p J!M ugm* I . INSTALLATION ARE ONLY VALID FOR A.S D. DESIGN � 4 .-`,*,IAEN�S�,� N�� . ;`%. .1 .1 44167 ". 1. .* 40. . : * 1. FLORIDA BUILDING CODE � YXIEDIX W_ 24 CAM GALVANIZED __ (Man HIgh Velocity Hu cane Zone) STEEL STORM PANEL FJ` DROP, w PRESSURE RATINGS (p.s.1) AND PANEL LENGTHS AS . * .. IN . . , / 11LIECO.I. PROTECWN 1. PER ELEVATION ON SHEET IL - 1.6% STATE - _�� / GLOBAL PRwUCM = 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .. . " - 4!' PtoRm TILUT � a 4= 5A. 5 vmu MEMBERS TO BE SOUTHERN PIKE No 2. W/ SPECIFIC ..-- X, 2�- , .. - %�P-w ;1 ..... .. , 2r Foo --- -%;�_!a Ier=_v- � WIAL IIHOMM (W)NO-754& FLISNI FAIL i-Nive-w"I 20-175 DENSITY OF 0.55 OR EOUAI_ Ill -.:-�* - X, CA- "'N" - I - T_N - - CrAww - - "r 141011,11,11111 is .m.ft". ox ," rupw "i n - - r5mg , I . A I IMM 15 W Hp � I I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (Ros.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING PANEL Qt) INSTALLATIONS INTO CONCRETE & CONCRUE B=K STRUCTURE (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THW 6. ON SHEETS 4 & 5) MAX &S.D , DESIGN ESSURE PR ATW R , i....) MAXIMUM ANCHORS SPACING FOR NON ED PER SOMEDULE BELOW III, .v '= = LENGTH (it.) - I P%%ff RATING (a.. I MAXIMUM ANCHORS SPACING FOR MIN E.D PER SCHEDULE BELOW III APPLICABLE APPUCAMILE , 0 _ ANY A ta LENGTH .L. I 00 - TAPOON SOLID -SET PANEUNINTE FENMIUI� 0 I"ANEUXAM I Z#AW-WAA Mx-M # " . OrTKEM T~ SOUO� SET souct-su FEIAMLE PUIS ZA11"-HAILIN CALK-01 - - ' ofte-MINEW " 3k 10 to 10 ��j =M To 10 camclut .&. 11��=W 10 10 or THEM # >.65, -M TO .75. -73 - r . it* ir 13'_ Ir Ir Ir Ir 12* ir to' I MP) 51-0 . on LESS � .75. -76 To .11IL-IlLs I I Ir S* 13' 10 1/2" 13' 6 1/2' 13' 6 1/2" 7 1/2* 5 1/2' jr 14 1/2' 'O, : 1 (TOP) V-0 opt LESS I � 11 r 1 It' Ir 13- IV 'I 13- Ir 13- 13- Ir ,2. Ir lo, I (BOTTOM) t2i" 1 6 1/2' Ir 13' Ir - r 13" 9. to* 7 1/2- _ 'r ir I � No I COGTW ". I it' _ 13" 13, Ir ,a_ 13, 7 ir 13, 13' Ir Ir 'a. 2 MPI 13* v 13" 10 1/2' 1 13' 6 1/2* 13" 6 1/2' 7 1/2* 5 1/2' i3* '_ 4 1/2' 4 ,/, � ON) 2 (TOP) I I.. , 13, r is, 13, Ir 9 1/2- 13' 9 1/2' 10 1/2' 7 1/2' 13- . IT.) ONG _ Q* , it' i3' Ir - ir Ir ,a. 13, Ir Ir 12, i3' to' ! 13, 7* 13, Ir is, t lIr 13, 9 t/2, to 1/2, 7 1/2, ir r 3 (TOP) _ - - 12 1/2'12 1/2' 6 Ile . ", 6 Ile 12 1/2-12 2 '/' 1, - . - ' ,,, a I/4* X MOM) - - 17 1/2'12 1/2' 6 Ile 6 I I/,V - - 16 1/4 4 1/4 3 (NOTION) '. 57 a, or '. v 8 . . _!�_ S" _��_ - 8' -, -_ I_ 4 1/2- ---,-- � - 4 MP) -_ L��01!) - � _ . . I - -_.,- - - _! __ ir '__ _:,�._ - - �� 12* __ 4 1 /fl�3 " r a 6 _Vr 2 1/2* I - - 4 (TOP) - -_ _ 1. - ��r ___.____.___._ - a' - '. - ____t_,�,- '. _f___ - lr_ 43- .- _. __ a 1/� - W 5 " 5 I/z* _ - _ _ - 1, - - - - * ( ---- - - ----- 3: ' 13 ' �: -1 �: !�: - 13' 13' - 11, -!!-. 13' � to' 5 crop) a 1/2. _ 13- Ir _ Ir ,--. 13' Q* ____ 13, ___ - 0, I ,G_ __ 9L.- t/4 , 1/2- _ _ ____ Ir _ IV __ 5 (TOP) __ is, _in: it* !Ao . I r 111� 11 13, -1- - 13' i3- , __ 13* lar - 0' W1�21 _.- 12* ___ - - 13' I __ To, __ 5 (BOTTOM) Ir 71 13, 13* 9 1/2' I3' 9 I /2' , /!- to "_ 10 1/2" , I'_ 7 1/2' - _i _�; _ 13* _!!_� '. � 11- 5 (101"Tow) --(- ___ - 13 - - f W' -1- __ 3; -T-;"'- 3 _lk- '. ,_ 13' I _=_ IF $a _I- . -1 i__ -Ir __ __ - I 'Ai- a 00P) Ir -_ 5. IS- 10 I;i� __ii�'_ - i iJ2' - 'T: F .. ,. 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Ijr 7' 2 DIOTTOM) Ir r IY __L31 _ 3� _L _ 2 1/2* I'* __!j�_ -3, i " 9 1/2- ' 0 1/2 - 7 112- 13- 6 1/2' 2 (BOTTOM) 13' 7 1/2' 13* Ir 'r 10 lIr P * 'r to 1/2,11 1/21 - a' 13' r 3 (TOP) _Ir ., 7' 'r ,3. Ir_ S 'Ir 13' 9 1/2* To ,/2' 0 1/217 1/2 , 13' r icmp) - - 12 1/2-12 I 12r' ! F11 , F 5 '/a- , 1: 6 1 4-72 i/2* ' 6 1/4v - I - 6 114* 6 ,/4. 3 (surrom) - - - " w llz-,w ,lw- - . ,/4* . 6 t/4 - 11 'Ir 12 1/2' 6 it-- _ - - a I/4-.6 1/4: 3 BOTTOM) 7 1/2' 3 1/2 r r , ,/,_ 7 1/2' 4" '. , " 4 1/2- S' 3 1/2' 71 - j; 4 ��T 77' + r 8' 5 1/2* 'r 3 'Ir ar 4' A ,/. _ 4 1/2* 3' 1 2 1 4 CT ir - '. - ._ a. - - _ _ I. . _ - - '. - a, --- 4 morrOMO r .- - - 1. - - Jr - j - E01, ,�,_ . 5 1/9, _ - ��, -, .- (BOTTOM) Ir , " " .. i4 !4 , 1. 11. I I/.. " �1/.- �D _ 'a 1 ___ I e2' I. / I __ I/- 1 1/2' ' 1 __ Ir 6 I/?' - is" - I -I- - _ Ir _ I Fir '3- 1 6, 5 (TOP) - _T� T-,,i- ;�, t --I- - _ - I . I 3r* . 1/2- _ 13- 10 I 1 1 - I 1/2' .' 1 ;:3!' 1 ;' 1; �" ) - - - 174�-"ir � ... - ,a - I to ;i_ 1/2 7 1/2' - L3 / I 1 13' '. 1 To 1 I I ,a ,/,. /2- I , . . , I ,/, 1, 'r - 5- 13' ,3 - - , a t/2- Al2 , I . 7 '/2- 5 ,/2' _ - _ _ - - Is 114-16 1/4- 10 (WTI f/., , - _ - _ 16 1/4'1 41 IleIG (-.-�j SEE BMW 11 FOR ANC"M "Ift A SACING FOR 0151WAAMIS We 0000 "MME OULDOW 0 amoiju VCHOR VAOW 40 Mooko toca DISTANCIL AN 01MICATIM ON INS SCHIVAL r0a E.D. LM TWA mom ON SCH13xA.E am= ANCHOO SPACING V %%Lyftvm SPACING 9mm ON acktauti IN THIT FOLLOWS& FACTORS Fiat! THM OPDWM TO BE POSSIBLE RIVUCW SPACING ONFANIND LISM FACM NNN,L MITI K LM THMN MINIMUM SPACINO WINCATED FOR EACH ANCHOR " ON THIN SCHEDULE !�41. 1/41. i"� Ile. I/e. l/r. 41. 1/1, ANCHOR 7M - mom ___ ou-0 juaw ORW -JIMPO-F-A-ail - --- aawa:t_ MINIMUM AtcHoo VAC04 OL) 3 3 21;r 3 d 3 2 ,/r I 1 ,/2 I= 3 . ,/r r - 3 . 'Ir 3 111-04 =11� - 3 3 'Ir 11/2 3 'Ir . Anx = wiven (m) FROM l 1/27 - - 0 0 __ , - - _ - - ,_ - - I 'Ir "I- a" -in t I - __ ___ 030 - . - , __ I-- - I a." I _i-_.- Fiat - - __ ____ ;143 __ - --I , "N. - - mi - I 1. I 40 SPACINGS OWY VALID WHEN #I MR MAIX ZO] IS US SEE W11 USED I- DESIGN LOAM & MAX PANELSWWWRIACER S , MULAI a A.S.R. DESIGN LOAD VAXIMUM PANEL Lear" 40 PSF OR LESS I.-,. > 40 PSF TO 50 PSF V-2. > 50 PSF TO 60 PSF - A MAX. PANEL LENGTHS ARE ONkY VAUD FOR INSTALLATIONS ill/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O.C. M si -11 q- _j = F_ I �-* . : . * : 1. %. N�� w-de -I-."% - No. 44167 ... 1 * ., Tir a . & '1� S ATE - , I. - _�, -�4 0 10 ii W�-�----_- L - - -�� 140 st,404401le"ma/vAn I FLORIDA .am NLI= ac. 11LIE C 0 lose, "A" w7_1 E =.- -1 - - PAN- CA- it OL A 'a , P, M-1 mtl.!�E - BUILDING CODE (Man PIRO Velocity Hu 24 GAGE GALVANIZED STEEL STORM PANEL aontftl FR. otww W. GLOBAL PROTECT" PRODUCTS. LLC - 0100 L.. 6 SOW ,."L (9, WK. AL 333" )�n4% Alk (W)W*-gW or/ly/sew WE 20-175 � ft: . - - n I - -1. AM . - . A Mi - OHM ,am% INSTALLATION DETAILS FOR UFE SAFETY PANEL P1, 1/4'0 TAPCON 1/#-* TAPCON I/ -0 IAPOOM_ __ -1 ID 1/4*0 TAPC Lgm C=PW - ANCHOR 0 11' ox� - 9MM!"' AN04OR 0 li've ; Ww"I7 ". ANCHOR 0 0* O.C. ON ANCHOR 0 TV " . a=wow 0 - CONCRETE BLOCK CONCRETE BLOCK �. ,� CONCRETE BLOCK CONCRETE BLOCK REOLOtED , � REQUIRED. �.,.. REOUNED. "I I ,;. , REQUIRED. I I , - , , I . � I ___ �� j ., _C21 I __ __ - I . - (V I ,�, .j . I 4) V.- I - 4 ". - (4) .... . .... - 1/0 1 1/4* I.. $/a- , _ 1/4 �01�1 I �,;, I � , I MAX - *A . ". ------- - MAX, ,- __ . ," I ��,�, .X. - - '2� 0 -1 - ) I I ,,, I , - -,�: . z , I �. I . � � I E.DA 1. � E-0.0 : , . E;� I E40 10 ��, I it , _... -, ". I - I __11 �111 I __01 ij�� ; - (D ; i I- Min. N ! 0--SEPAR000- I ! _,,/L4��w EX Sir TO GIAM 1. . � - �,-,= wo CL I JU -=%4 al ASS U -11 f ,� . � .� I I Om-- ; , , it wasse, Pon r-40 I i :! 11 I " I - I I, MAX. ft I i v M., I I I 4 I PANEL LENGTH I 11 6- PAWL LENCIN I - __ " - (SEE CLLVATIGN 0 1 (SEE ELEVATION ;I' No.. %11 ON SHEET i2) 0 1 : ON SHEET 12) - I I SEFIARAT"r- ! I -� I 9 To DIM . I IF ____ - ] 4 a - __ - _r - . . i I - - I 13 -.,.,I - 1, /�,e , ,'� _ . -1 � '/ j . ��',',.g '51". I ". -.I-,--.,-,, ,, � .., ..", � , �, i L/2 .,�,`,,,,,,�,'., .,�',_�, . ,� : -- � , -; ',.';Z� , - - � : .."!:', ;... ','�;,Z,� , , , I .1., ;_111� I __ . 1�� E.t,).# ", �, (D E.. - 't"- - - -(D o, 1%i. I 4 -�, i ." : _1 (13 : '� �, 1 -0 �" I - . 0 a vy `,,�,�`,`,`�, - I sa,vroe . " I � ", - I I = ip I 3/4' -, " I -1 __ - # I �� . __ 4 1 1 1/4-0 TAPOOM ANCHOR 0 r OC EXISTM POURED CONCRETE OR CONCRETE BLOCK REOUNNED SECIM. ft-1A dt MEW PANIELS M%Lb;MN9s . I ;�� . , � � i * � , I - . I, I __I - � , 11 " . 1 I 1 __(�) . OTAPCOM _,/4 ANCHOR 0 9* D.C. EXISTING POURED CONCRETE OR 0 PM"PANIEL DONCRETE IILOCK REQUIRED SEE PAM 15 A, to IN ANCHORS ANCHOR "FIE _-1/4%. . , TYPE b SPACING FOR 446YALLATIONS PRO W~ www" Aacitift sAuxac ift) 3 NOOD FRAME @UU*M MINIMUM ANCHOR SPACa= AM MftkW . a apoesmsew ,Ca,IPF1a *4 M�p.1 --- G..., ,,, a.) 3 SOC"WEI)MULLINK'"OR T9. =%?=. ON SCHEDULE REDUCE ANCHOR SKIDING 3 a" __ ___ SCHEDULE IN INN FDUAXNW FACTORS AN&= � IIW FAMOR I DAN, me THIS OP1UM1M It BE POSSIBLE. MtDUCCD woe" 01111AM USPIC FACION, SHAUL "Off K UNIS TWA - - _'Ir � � - . 2 Ilr - - ___ __ cm - � SPACING ININCATED MR EACH ANCHOR `YKE 0. THS SCH13M." r_ - I am - I 1 3 I�r t - I I . " I , ,,, . - �_ �. , , I ...... 11 � . .- : 11", I ::: �, ; , � , �� .�.�,` 3. ,_ I I " : q) ! � 01 ;1 ..... a I' V It : : I Exa SEPARATION - I .-I&r CLA55� ,,;�r T CLASS IL To MY"J". �� 0 - II'l I "i I A, Z�q V� � -1 11 I I'm 7 I " I � � 7-41 N I : . ! I I � I 9 I I 'L' MAX, . : I 0 - I ; P ILI Ma- : I AMU LENGTH . 6' PANEL LENGTH I - _ ---I (SEE ELEVATION a I I ; (SEE ELEVATION ON SHEET 12) 1 I ON SHEET 123 !--SE�AZON I I", I _ I i 0 70 CLASS. i Il _ _ I _ -1 N : - (a) IF - --- - - 1, - T, I I (11 � � � .."j. I L/2 � �.. , � :��i,';, ". �, - ,1�1 i 1. � ' ??,��-; I -- 30 1 '. ��, �-, I I '�__" I �. ' ' . ; ��;; le I -�_ - I E.0 � le EGA ,�. - � ! L i . I - � . I I ED I - I I t EQ I - A Eco i :: �.. 1:6 . ___ ___w "w, I'll. -W.0 "S. iol �. 1, am's . ot's VOC . , ?"� I , , all �. I 012, cC 11� � _. _- � _ Ile$ TAPODN 1/4-0 TAIPCON ANCHOR OF §* O.0 ANCHOR 0 9' OC, EXISTING POLAND CONCRETE OR C05111ANG POURED CONCRETE OR _-COMMIE BLOCK REQUIRED I tONCREFE BLOCIN MEDIUM jFCTION. 8=2A LR_n a REGULM PANELS * M PANEL WALL MOUNTINGS Tal!"N'..- SCALE 3/5-1- NO. 44107 % 1- . - --- - FLORIDA BUILDING CODE (Mon High Velocity Hu cane Zone)l IV - :*] STATE IY : 3 NIXON 11"M AN, 24 CAM GALVANIZED STEEL STORM PANEL rp. wooK OF, IDR -"* W��' �/Z5 - . / JILIECO,Nc. GLOBAL PRONCTM PRODUCTS. U.C. 0/n/mo oca, - - R rMUFF Yaolow; - ---.-- 0100 S.W. at sww . 2,0-z,.;) "'Janna"I" Y_ ... , - ___ a, - Ma. =IrArw . .1. -,- -Do- - --- - , " C.-am', I. 1A.4 all . OPOW. ft. =14 PHOW M4)@W-r,O. aft "XIIII-0117 20 -175 maeol- Tamil er v 'L stAilipowuwdoalf - I --! - 2M."i 0M. - ! I I , 11 F9 I- 1 , INSIALLATION DETAILS FOR UFE SAFETY PANELO) INTO WOOD STRUCTURES I �� - 7. - �: .__ .7i .- �..� .__..�_ 1 �� I " ,� �, I . 1!�� 1, 1:7� . . il . �_: L", Now NE -Eva . . I - - Ing- . , - - - - .� I I � ! 1 , __ , 1 iftou"tim . � 7 - - . ,- I I � - I � , , - 1� . I I I . I � i - I �� I 1 , I � -.1 I . - _" � , I - �t . .. C. I , I - - _= O.0 . i /� I , - I . "I � . � ., T, . s I , I 11 i 'I, . I , � I) '. I I � ! �i: - . , 4) ", . .�� I 11: 20 , 11 . 1 4M ass"im I . . I I .6 WO& to "I,. $/a- . . , 1/2' 1/4- I I I -1 . I m 1 I I I � , i - I VAIL_ - - MAX_ - , , r , : ,� I �.. � 1 2. �. I - I . . I A; I ,, Ill, I W� , - I I I W.. , : F ... , 4 1 L : I , , - 1 � D - �� . . : . I I r- LL p L_ 1_ ! (1) jnj j _ ; .�_ _. _ 1 01 � : I 1 "'., - Moil # - -,A -, I I'D, .p %-A- .4� 'I ; 4 % a - I IM11 . It I Ow Me JaMe I - 1 'No' "-a' "O , '. MAX I I __ - __ � " V _1 ^L^ NO IL_ , ) -_ - -1 - ,I 6" PANEL LENGTH � I a 4 PANEL LENGTH a- I (SEE al'AwN, 0 I _111. __ - __T_ �- -- ON SHEET 12) -------- _ T- I o 1 0 I. w ; I - - - . �, -1 - - - I I �-"Z�r -- - : - q) 4 I* W.. I _6 - W-APARIA711004 -1) i 9 GLASS. : � . i , L/2 I '. � 4 0 - , j Q4 i , - I - I _., � ; I a a vwr ), I ouvrm 1�6 .f � _ I . !_ .- - . -940001r, - I ED- -, I ; 90. ., " I I - I ,; - � l. I ED ,�, - I .. -, � . .- --I - � - I � - - . , . 11 I I ; , . - �j . z i ;! 2-F,4- WOO 1 2%4' WOO ,�'� � � I .0. . I � 1; O_ I - _ " - - � PLATIE I PLATE � REOURED I , -0 PANEL REQUIRED i 5 , � � �_.I� MATE PLUS � , 4L F�US /Vo PV _ _1/4 . __ ANCHOR 0 12 1/2* OC I � . J . ;�, " 2AIIE12 O.0 .1 !;, � I L ;;;; I I I .... LLLL � : . . I 1-1 I __ ! 'I , - ) I - __ - I - . - ! - - _11 I � &wN & RZA a RECUM &M 01 LUMPSWAAFM PANEL ".111.1.111", NM 9, �...!!�tlp W"Aw �!��p v-9 ....��Ek�`-.-- . . * . 11 . . .44167 . I FLORIDA BUILDING CODE (M-- lill-h V-1-alty Hur am Zone) NOTES, J* : Ill, : am novic. -C *. I.P 24 GAGE GALVANIZED ."'. STEEL STORM PANEL ONM w 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S,D. %s-.. STAT E OF ...: - 'JILIECO#uc'� , . "M/30" DESIGN PRESSURE RATINGS (p a.?) AND PANEL "LOR GLOBAL MXCTION PRODUCTS. U.C. . Olt _ -- - LENGTHS AS PUT ELEVATION ON S14M 12. �V,.., . am S... 31 $111w 2. FOR NEW WOOD FRAME CONSTRUCTJOK WOOD 61 NIAIL Tw DAVIC, FIL 333M phoss"IF-00 -HA 20-175 MEMBERS TO BE SOUTHERN PINE Me 2. W1 SPECIFIC 4 _!-�.tz T-=,�. 'Haaa ONOVINI-7605, 1� M4)m-gm DEW." OF 0.55 OR EQUAL - OR." � I WA,f� CA-0006712 _1 - I - i-I - I - E 'I I I - 111. Fff . i I I I - iWaLl t4l .9.1 . 1 I I I -4 ... 0 0) 0) = (n -(b a ) -w -0 > - X-- a) C:j_ C: _0 2 a) cD- o = M -U a- . CM-1--a 0 CD - W 0 -t� a) -0 0 -0 C 2 -2 -= _a (D CD_ = :3: C = .0 E: ICU 0 -&-.0 %4- 0 ICU > An -0 E w 2 . c - Cn ,O, ty CD_ c- � CU _0 . C - 0 < %. C= f.j cz .E Cc Cr3 C14 11=1 3-< _; = c3i. v) .- M " #A 10 .= w CL3 cc x - - 3: .2 = .e r-L CU, 2. E ff G3 C2 "CE C= L) cc -F, 3: " = DO -= . Cia -= �. = . Got >. C= =-` C4 _= = -3 I vm 4 z z w mi =3 (n (1) C: M 0 " " =3 w 2 < z z < _j (L -6-0 (1) (1) = U) CIO > 0 L- 0_ M.F. -6-0 0 =3 _0 0 L_ 0- CD U) CIO M SHEET NO. SH 1,4� *Ezi/18. EZIW/18 ANCHORS (SEE SECTION EV or ALITERNATIVE EVIN ON SHM Is)- M -3, Mo. - MI.. 90MEI M` V(SEE NOTE 2) NOTE 2) 14X 1 siv. k,V.,kv. OFr POP FUNCT LAST PANEL(D TO BE IN5704.t[D AT EACH OPENINC SHALL ALWAYS BE 0 1 1 0 T PROVIC; 0 W/ REAR HANDLE TO FACIUTATI iN57AL.LATYIN, jr INTENDED 1 -0 BE NSTALLED FROM INSIDE OF STRUCTURE rul" 74 11 I A' 2 PIR PANEL NOTES (t) 9��j 2000.� E - Z HANG S PANEL SYSTIFY T E I rINTERIOR L - C. I TRACX� TOP Ar BOTTOM �E.UT PANE.0 1 PANEI'I ,INTERIOR PMEL) (INTERIOR PAMEO (END PANEL) MAX SEE NOTES 7. 3. 4 1 SEE NOTTS 3. 4 (2) ENE) PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM iRACK 6,-u, OTHERWISE A STO:' W(2)SH&L BE PROVIDED AT 'OP Of SUCH MAX -IL5 is ELL LE G 49 C I po 3) IF END PANELS ARE CONNECTED TO BOTTIOM TRACN, CONNECTI I NS:1 -210.3/4' M,S W/ 1/8"0.3/37" WIND" SHALL CO of 1/4'o G THUMBSCREW TAPPED BOLI%LPMWEL OR x3/4" V;m INTO BOTTOM TS Aj NUT OCATPON AT EITHER OF TWO Is Lk oVEJkAF` TRACK OF FASTENERS MAY BE �S_S (SEE SECTIONS AS APPLICABLE, EXTERIOR FLAT T'LANGES OF M PANEL 1 j j Sox _J (4), IN CASE IHAT ENE) PANELS ARE NOT CONNECTED TO BOTTOM TRACK (to. A sTor BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHAU BE CONINECTED -0 BOTTOM TRACK 41SING SPECS tT4-t-T__T_t t INDICATED 04 NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF L, PANELS TO BrT70M TRACK kbk� OCCUR XT ANY PANEL LOCATION _j _j 1- 1 _j -1 L L -I _j L�_ _j J -1 L L J -I- L J J I L L. _J _J L I J J -14 54 NOTE 4 M. WE SEE 1, MI, t !NSTAiLATIONS ONLY VAUD FOR WIND C7)w/(@ T, � N OTTE SPEED UP TO !70 _D.hl ANCHORS ____(SU SECTION EZI & *LIEFINATWE EZTW ON SWEET 19) EZI/18. EZIW/18 TYPICAL I 00N FOR SERIES 2000 E-Z HANG STORM PANEL (:I) SYSTEM M SCALF- 3/32"-l" 7 7"S2 77""E7 77 J VAX. CAP SECT19N A -A SCALE 3/32'-1" EN FLORIDA BUILDING CODE (Non High Velocity Hu leare, Zone) 24 GAGE GALVANIZED 44167 1 STEEL STORM PANEL TIT &, M �TCO,,�, GLOBAL PROTECTION PRODUCTS, LLC. S1 4:Tal�E .717 ATE 0 ~ �w �, STROET )W r" _)FEM_', 20-175 `44 U r, FILE -XIM. ENGiNEE"ING re I ENGINEERING EXPRIES-90 PRODUCT EVALUATION REPORT September IS, 2020 Applicationfilurnber 17859.1 - R2 EX project Numlberi 20-31543 Product Manufacturer All Arnaricion ShOom and Glass Manufacturer Address I W Donne Road West Palm Beach, FIL 33409 Product Name A Descripbom 249a Galvanized Steal Storm Panels Large Missile Impact Resistant Scope of Evatuadon: Thts Product Evalustlon Report is being issued in accordance Willi the requirements of the Florida Department of Business and Prolesslonal Regulation (Florida Building Commission) Rule Chapter 61 G20-3,005. F ALC . for statewide acceptance, per Method I (ill The product noted above has been tested and1w evaluated as summarized herein to show comphance with the Floride Building Code Seventh Edition (M) and is. for Me purpose Intended, at West equivaloint to that required by the Code Re-evalustion of this product " be required follomming portment Florida Building Code modik"ons, or revisions. Substanfiedillig Data: - PRODUCT E"LIJAIFION DOCUMENTS EX drowning #20-31643 Utled24ga Goloranized Steel Storm Ponals (WHZ & Non-HVHZ)', shaelts 1-5. Prepared by En~ng Express. signed & seated by Frank Berinardo. P.E. Is an Integral part of this Evaluation Report. . TEST REPORTS Uniform stak structural perforitionce has been tested in accordance with TAB 202 test standards pat test rapsil(s) *BT-ASG-17-001 by BIac1DvgEor Testing, Inc Large moWis griped resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAB 203 IBM standards per lost report(s) 411137`-ASG� 17-001 by Blackwatef Testing. Inc. . STRUCTURAL ENINNEERITING CALCULAnm Structural engineering calculations have bow prepared which evaluale the product based on comparative and/or Emotional analysis to quality the following deep criteno. I . Maximum Allowable Spans 2 Minimum Allowable Sports 3 Wimum Glass Separation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954 ) 354-0660 1 (066) 396-9999 TtAPi@EHGINEfAINGEXPR1SS.COM E%GmEsaimGE�Poass.com is ENGINEERING Patie 2 of 2 All American Shutters and Glass - 24gs Galvanized Sleet Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glaring Is not required lot installefions outside of wind zone 4 and essenhal %oil as Impact ftsi~ce. Large Impact Resistance has been demonstrated as evidenced In previou* listed test re"s), and is accounted for in the engineering design of this product. Mnd Load ftsistance That product has boom designed to resist wind loads as indicated in the open schadulsi on it* respective Product Evakm#on Dowment (Ire, ong"OrIng drawing) Installation This product shall be Installed in strict corriplance, with As respective Product Evsku4m Document (i.e engineering drawing), along with all components noted th"n. Product components "I be of the material specified in that products respective Product Evaluebon Document (i.e. engineering drawing). Limifthlons & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document O.e engineering drawing) as rioted herein All supporting host structures shall be designed to resist all superimposed loods and shall be of a material Aided In this product's respective anchor schedule. Most structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a sift"pecific basis by a registered professional engineer All components which are permanently installed shall be protected against corrosion. coritarninsfion. and other such dome" at an times This product has been designed for use Within and outside the High Velocity Hurricane Zone (MVHZ). Respeallully. Frank Bermardo. PE ENGUNF-ERVila ExPREse *PF,004(,549 I Con Auth 9885 160 SIN 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (666) 396-9999 TEAM OENG INEE RING EXPRESS. CON ENGI III EEPINGE %PRESS. COM 7: 0 V SIN j- A .x, T-1 A to V; V;� rL up of 'j 'eI \0 �7 leo, 1.1 P11 TY1W .F IN; 4 I;II1rj_ I, I, ETL,_. r � .V,_ _111TIN. I/ WIrT, Td.. *ta �1 IA-11 IQ- .4; FT,. 11 �,17; 20-31543 INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z HANG BLOCK AND WOOD STORM PANEL STRUCTURES CONCRIM BLOCK i Ij4'# TAPCO ANCHOR 0 12, o.. REWIRED. 1/4-0 7 11411' HEX HEAD TEK APCON ANCHOR 0 72* OC. SCREW 0 WOOD HEAD TEK EDGE OF 4" FROM I= OF 9 W_. E.D. 2- Li 112. 1`0 01 ASS 6,* ALUMINUM POP mm-r-SEPARATION - _= lop, Rw TO GLASS, C, R MAX PANEL LENGTH I PANEL LENGTH + Jr A- . � - _?`� I I I* M II-ILEPARATON- I Min, 10 1 10 GLASS _01 I I 0 -1/4-9-20,2-OF v r I _SEPAPATION To CLAW THUMB! OF _Nisms, IT* ED ED ji4-0 TAPCON ANCHOR 0 12' O-C 1/4-0 TAPCGN 2""* WOOD ANCHOR 0 12' D.C. 7 PLATE CONCRETE BLOCK FEEOUAW REQUIRED WALL MOUNITING WALL MOUNTING SECTION EZ I SCALE 3/8-1- ALTIERNATME EZ I SCALE 3/8-1* W IN, MIN. PANEL LENGTH 1, INSTALLATION ARE ONLY VAUD FOR MAX. &S'D DESIGN SHAU BE 2'-6" 0.4 1 IF '. :*i Pum MTM Mc - 'LORI BUILDING CODE (Ho FLORI n High V.19city Hurtc.m. 24 GAGE GALVANIZED STEEL STORM PANEL Zome) PRESSURE RATING +/- 40,13 us I. AND 6'-0* MAX PANEL LENGTH TIT E ST 0 �Loglld Z 11LIEC01111c GLOBAL PROTECTION PRODUCTS. LLC. "in/box, 2. FOR t" WOOD FRAME CONSTRUCTION: WOOD r, I TUUT uss.. - a XMINT"ammic No'. - NAL _PVMN, courRNY, NIPC so. S, sow DAVC rL 3"'. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC .... Pot-. 10 twom� 20-175 DENSITY OF 0.55 OR EQUAL Tio N CA-Cox"t 1 - -It El - I ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ WIDTH UNLIMITED f--- (PERP, TO PANELSPAN)--j TOP mourar (CONN TYPI. OPTIONALAV-20 STITCH 5NWTrh WASHERED AP-RTOPRIATIE, WINGNUTS FASTENED 0 OVERLAPS 0 MIDSPAN tUSE SPAN TABLE) .. .... RAN VIEW BOTTOM MOU (CONN TYPE I RN'G) \ 110.391- MAY HE AT 7 - C� 375" & BOTTOM t-l"N TYPICAL VERTICAL MOUNT ELEVATION k,L/ N T S ELEVATION TOP MOUNT R Yy� L"ABOVE AS REQ`O) (SPAN BOTTOM -�f - (CONN TYPE AS RWD) .""ON JILOCATION MAY VARY) D W8 M � I ;_1 1, 4 Borram MOUNT (M--/ Csp.�,;FLOW TYPE AS RECI,D) OBSTRUCTION) PANELS MAY M E RED. OMONAL W'-20 STITCH BOLTS WITH WASHEREQ NN==`ND .CEEt ANCHORSARE USED WWCH$ATISFY 114INGNJTS FASTENED 0 SPANS ABOVE It BELOW O9STRIJCTION. OVERLAPS 0 MIDSPAN (USE 46PPROPRIATEVAN TABLE) VERTICAL MOUNT ELEVATION /-2'\ (NOTCHED PANELS) \.L/ N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANtl SEPARATION I" GLASS, (HVHZ, WIND ZONE A & ESSENTAI FACRITU M AXTMUNI ALLOWASU 0,15TALLAtIONSUESS T"SG INSTAUA -MrATE" PRL SURE SPANO-I T"AN 3IIYAOCIVI GRAVE IMAMN GRADE (PSF) ./!C 13 OC 6 D6 __ -.1 13 606. 2.16,t,t -I'Ni 13 bob IV" '0""' 606 In In 608. 35',, .1-60 ILI -1 . 6 org 1 /65 59 Am _2 71m_ .1-22 270. 1 613. 2 911, ITT �WAN bt_N1:UVLt: NU I Lb: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD ES PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FW USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATM DESIGN LOADS. Z "AAME1 FASTENEW ARE STUD$ USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS VP-TAACk. SIUDDEDANGLE. EEC) USE615 0 C, PANEL FASTENER SPACING TRUE VALUES FOR ALL . H` AND "U'HEADERS (INCLUDING BUILD OUT CONDITIONS) ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTM SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO OETSRMIPIE M1141MOM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2 SCHEDULE IS REWIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION IIFTWM LOADS IS ACCEPTABLE OTHERWISE USE NEXT HIGHER LOAD 3. FOR INSTALLATIONS OUTSIDE OF THE HVKZAM0 OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPAFLAEITON SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OM14G IS REQUIRED, �mmmo 1 4 PENTHt CA, AS IV MAXIMUM ALLOWABLE DIA Funk not. DESIGN PRESSURES: mxw tt Itim'si-04,K AS NOTED IN DESIGNI DESIGN NOTES: SCHIEDULES, POSITIVE AND NE E G C U ED FOR USE WVrH THIS SYSTEM 9 Of DETERMINED PER SEPARATE! ENGINEERING IN ACCORDANCE WITH THE &E 43 COD %I IN 00 A WHIMSPOCHAPTER *&PREAM )ENE I OF E RIDA BUILDING E S BE LESS 114AN THE 2 U-I DOW9 UAL TO POSITIVE Oft NEGATIVE DE GN RE E'l Put U CAPACITY VALUES LISTED HEREtIN, FOR ANY ASSEMBLY AS SHOWN, GENERAL NOTES: HIS SPSCM4Ar[ON HAS B7 0$510 LURE FAIIII&Q. 1. �XORTDARCE FW IT MBNNCt%A W I. M�L RVERTIFf EDITION If VHZ.PM 'AS2011202ARD (TITEtTfIlk "OLS OTL - CON' LIN WDCON=T,O.,I*,L,L,,,, UILD2rQ�DEAM".DMAWWHIV�EH9fT4�AGYATE to kL a ZY, I AS STATED HEREIN MAY RRQM? ,DDITIONALSITE-SPF D ENGINEERING. MCM R NO 33-1/3% IN PEASE IN ALUAVAILLE STRESS HAS BEEN USED IN THE TESIGH OF THIS SYSTEM. 1. rH RCHITECTIENGINEEROF RECORD FOR THE PROJECT 1UPERS, UCEUKIE WITH WHICH THIS Bear " 15 )SED "ALL W RESPONSIBLE tSTV ORTHE NTSSRITYOFALLSQP 'ING SMAcBS TOSTWIS DESIGN WHICH &ALL BE COORDINATED BY THIOPFUNITEING CONTRACTOR. SIARAIIIET15SPEC C'SeALZO t1AING SMI A ill be ED CEAA),EVm,kYlt )&OUIRRID no 0 Co %FCA �EAJEIH.CONTACTTFRSEfii�iii. 6ALTERN"AAWSALCUTATTOMSAS AY so I NFORMOITION FOR AS?e(2FlCSrM FOR511ECOHDITIOUSDIFFERENTPROM 'HE to LICENSED 6MIN LER OR 11151SWEEKE D IFICTHEY FIC DOCUMENTS FOR USE IN �WU:D I. DESKIN PRESSURES NOTED HEREIN ARESASED ON MAxImum TESTED RESSURES DMDEO BY A I.$ SAPITY FACTOR. A RW-' UALMSE"C'E' E FASAS'T%'a '511 ALL I fC AMMU5 'IAT t%6 E ZRROSION -RESISTANT MATERIAL AN D SHALL COMPLY wrEN SA.rTCAYXs OFIALLIHINUMSTRUMSeVOECTIO111. BY THE ALUMINUM ASSOCIArtON, NC,j a ANY APPLICABLE FEDERAL, STATE,3AND/011. LOCAL CODES. ALL AM PANELS SMALL BE' 24GA S� �0-024" STCHINT 11.11.5 Sh. .. 1. ASIM AG" S��VUAALQU� EEL ...LVAIIIIIEDCOATINGWITTIMA MUNI.UM Pt i'M 14.1 0, ALL ALUMINUM VU1RJ5IONSSHAL&.BE6O63�T6 ALUMINUM ALLOY, Li INUEss NOTED OTHMVIS.E. I- � Ir NOTTOXI MAY BE INTERCHANGED AS MEW ele )ONOTTIONIDICTAEL PANELS MAY BE MOUNTED VERTICALLY OR I LYAS IOMONTA YASAIP 2, COIY____ HEREIN "AULBEIMISDOSPI'D "ONCRET ION -CRACKED CONCRETE ON L A ALL CONCRETE AN040ILSIREA oc EXCEPT AS EXPRIESSLN PROVIDED H Bit NO ADDITIONAL IRCATIONS OR AFFIRMATIONS APE INTENDED. ALER ADDI A AND ITHINALIDATE THISi CERTIFICATION NOT PEjM% OF (1) LABEL )PIDAPROOLN(TAPPROVALN 20-31543 VISIT ECALC.10131643 @(MJINI=��2WABLE SPAN SCHEDULE W _[ MIR MWNT 11 111101-1 IS > 2 1 p � � 415 11 I i; W No.", cr T --�;ir- ;C.;-" 67 ir OF 27 -2c 25- 2r I 2-r C' 2C 2r Ir bs a lur "-it. C` G` 0, 2r 24" 2r a- zr 27 ?r B79. d 2T 2T Zr 11' W -ZE- 3,_ _f�_ W Zr 30r it- a$ r M 24' - - W 2V or 2Xr or 3T *r THIos 2r 25' 25' 31' 50' - __ 311, 1111 0 AN* Mot -;ff� --2FrF7 1F -TFI 30' if 9 22' 1 29r 11' D.0 MIT" Zr 24- 2,r 36- or 1F -IF - or - 3r, y "Boom T Ir- a, 23,* 2c 2s, Ir. 2,r _241141, 31, it, -5F 31- 33, ,,,�IIALJNTERICIR FASTENING DETAIL �VNJ_S. ,� I.-k- 11-ITIT- X1.11115�.�." � AL EGRESS PANEL DETAIL m FASTENING 0561 1 0 a! Uj in It I LU C= 'i C* C-3 :� z LE = Cx. to C= on -a 1`4 CZ Cc C', co, CIL im 4W M 7E. L= Ci_ �2.250-- 0 09411 DOW 2.,W. t tJN4 il 0.73& _DX t o0o AT 62S" C.094. T In J '0 1 �.12V'j I TYPI Typ '094 1 ,3 .0111" 094" 0,062,- )62- L---: 1 _j - - _j 930" L__j , C I;S;T�, -4 2.000- 1- --J 2,005' 2 ryp 'F U, SUID-00 'U` WAXIM 3 380" MAN 0,376V* 0 313' 376- r N.-khSir". *A 111Z. L 1.007, OAS&&& D AT .035" 7 GO T:�_o,oso 0,09D' 35� TY i�I._ 12.5W'PANEL COVERAG JL_ - - 0 DI& OrTr ;�Z F _rT7 L. _WP -r !E60 TYP 2. -F_ TIMM 0.957* a INALA T n, r- 2"T 9N Pul I 0 376" 73T UPC 0 1,00n, U) OVERLAP 2s"MAX. MAX - MAy 0.1911, zr MAV. MAX. BUILD OUT ELI OW E 2111 T I 'NU., A n EMBED OVERLAP 3.92o, M ?All N '25, MA .5or T, I : -1 =I..- MIN Niglio 14"MAX. ION 13 ED Pstw C ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS 9 17 S' D.C, 2.5" WINE! VVITANCIP MAX �N ANCHOR on now Typo trial SW UP TO V-6. WAR UP TO V_r 9 yPTOIV-191 coey TirPe CI <2 CST C4 Come Type CI C2 C) C4 WON wo Ca C4 I I-VIr 0400, V DEWALT UL!t81,J 41 I, 1Z.5" ISO' 14.7"19.9' II.S" 340" 10.2" 6AE' 12,5" 5*0. 12171 115.0" IL.W* 90' 12.5- 14.0 9.2" 5.5 12.5" WIT' 11. 1.,.. i2.V- iLT' uiv- smi-I 1&0' Sr Sir Ii.nILLIM tlxl is o7 _FF NJ- 5.4- -a IZ,S" 7rb; rfi; tfi.t- &I- 1'1�. 3.4t* 14y, 16.01' &1' &A, 1Z iix- SV 16.0. &1- S.4'. 1, 33 0011AIT 6'ITRACON +1 52 12 12.5" is.a, irw* Ism. tl� I i - A ... 4 -, tau" It 4" IQ 7" 0" ILJ2' 0.6', 12 5" 16.0" ii-FT T-F 9.5 r, IT it"911 WTI �.V, is all 23 3`1 11.0' %2.11* Isle, 11.91, s", 12.5" 16.0- 21W' =3V 12.v, 26.0" LLr R5, ALE 34,0" AiE 9.5- lzsil lfito* Alsoll P.3- 32 +1 46 st ?Z i2_5 - 1&0'. 1 IZ.5" ILB" 1111 13.4" 82 5� 0-0- 14 0 - 11.9" 12.7- ig&' 14�0" iX&' 12.5" 140' IL64' LOA" 12,3" 16.0- 12.3" LILY" 125" 11.7' IlLry, ISE` id&' 14�4't 13.7, ILV 11 '" - 12. 11.51� IBM-- 'Ly, TrLs#, iLrI J7.0r. LZ S i2t!T" Iew 12.5', Isio" itspt 105" !RtE 12.5' 16,01; 11,1" % 114" 12,1" I&W 12.1 Lf I!F " 33 ..H.At, 41 a 52 1,23" ILd &W 177 is-01 �1 BIT �. 14A" 12 o' 12.5 10,11- 111,13" 116.0. 13.sjili 1 2ki" tZ r' is W' I&S" U 2" 12 5" Its 21* 1"1 33.0" 11's.. WIT" j51';'jj1§; j� 1; 1�15* 1.1- 11.11 3.15 iw ,3 Li .�F I itrI114,2111 2.5" EDGE DrSTARICNE wir I- w C"aw 33 1 4,1 48 Sit 71 23 OHNA, 41 IZ :.ZTI .25" 6.25-1 6.19. 12. 6.21P, 62r 10.11 1. _&S. 's 1MV.- 9,3' affietiffilet zs-- r. 25" 14 8 9 1M. V.. WohH, I sa, " TAM" +1 4B 52. 12 6,15- 1&7' 4 &25- 107* 4 .0-1 6.25" 14.2, 4,1, 4.0" 1 6.25" 19.7" 4.1- tit 40- 4.1- 4,01 C25* tG.7. 4.2.' 4LO" I U4- 10,` H"..I 3 �1`0111TSGOUD M U.1. 10CF. J42--211- _1&-_ 1,1" 7-W' 1Z Ill .9 W R1. I 12.5' sl' L2.5" 16.0" 71" &T' 12.5" JIS40" 769" 6.3" I& W 1,?' 5.2" PH. . I V4. am 331 N 41 il.9' 10.01' 6.4" 3.9- 41,15" 11.3" 4.4' 4J" 6.23- 0.2' 4.0" &7" 12,5' 11410 5.2� 4"r 625- 9.3.. 3.6. &3- 6.2.S- V.;r. Is- 3-3-- I1.T' 4.V 4.1' 6231 9.21, 1.51, x3l, 6,25- 9.2:. 3.5- 3.3- To.s. 'Ll" 13' 6,25" 0.2- 3�5" 3.3" 62S- VX' AS- 3.3"' I ot'.- ionoop rimaA.- ." poomen 4� IuViN I* it) V-04 MN 1), TIT It., I.r �kr&jt a a a Cot ri LZ C3 .4 Carlo Typo Ci C2 C3 C4 ANOW04 PROWNE Typo (NEW] 33 I2.T1 2610, " .6.0 L6,7, 12 E ico" A6.0" 2.3- 1265-1 16.0- 11,�P" 6.7" m 12�5" 15.0- INC" &.0 121" 26,0- 14 N" . 0" 48 12.5" 16.01 16,04 7.5- 12.5- 16.0" t4.7" 6A- 12,,T' 30.0-14.7- 6.0- 51 12 V' is Ir, tow a 9" izs!, iso, i4,r, 6.ir 12. v, is-.r i*, 12 ITT'_ Itial 2410 &0- '2'5. 15A.' 14T.- DC- IzS-4 .14 x I Ur' am- 33 1215" 16.0" 16.0- IEL 12.F Isu Ix- ffi�� IYOODIICREW 41 L2.V' 36,Vd I'Ll' 8.1" IZ.P� 16.W 9164 5.6o 12*FF 16.0- 9.7- 5,15" " 'W's.- W=M=d&xt;3- 71 I.` ; - L2,5" I'S& 0.6" S'4'j:tZ.S" 16.0" :1' 3's. EIL6" Sps. 12"I'P, 12 S" IR'U. J's, AX- 9L6- %6" 33 LI.S. 16.0�r- is".0- 12.V11166.0" LIZ" 22�511 .3 TAP, CAN 41 k2, r 16.0' 13.3' 12.VI16.4" 22.5- 48 0--somww* sa =2T L2,5' 15.0" 11.4" ISo' 145* 12.5" 12.51 160- 1&.014 9 "I, 72 12.5`� ISO' 9.1" iz.v' 1641. 1".. lZrIl 7110'. 4V MISS) 23 V 6.17 8.6' 12.Y' 15� - 0" t - 12.7' 12 4 : Iz.r lav, 7 W, 12.T' ILL 4.8- 4�- &Z.- ff 4-a 12" �, 1 41 L215!, 15.4`1 5.91, ILzT' 11.1" 4.7** 4.0' &25' 12 3" 4.7" 4.V WOOD 6�kmc 40 52 L2�91 14dz.. S.V, &2W- It 3" 4.7" 4.0- 4. 25 22.3- 4.r. 4 a, a ZV' 12,V' A T" &?V- 1211, M- OLZV 123- 4.7" 40- Z ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS DEFETIFEED HEREIN, SUrONLY PRIN DES MAXIMUM ALLOWABLE A14CHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY z ENTER, ANCHOR SCHEDULE BASIED ON PANEL FASTENER rpAcims, THE E)asTrm sTR CWRE MATERIAL,&ANCHICIREIPE SELECT DESIGN LOAD GREATER. THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER A140 SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.S&ECF CONNEMON TYPE MEO ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 1, 'PAWL FASEESNEREV ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING NTRUSIONS (-r-TRACY,STUOVED ANGLE. ETC) USE6.25-O.0 PANEL FASTENERSPAONG7ABUE VALUES FOR ALL `H' - AND 'U'HEADERS (INCLUDE NG BUILDOUT CONDMONS) 4 ANa-KMSKALLBEtNSrALLED114ADCORDANCEWrTHr4ANUFACTURERS'RECDMf4EN(]ATIDN& S. HOLLOW BLOCK HOST STROCTURE SHALL CONFORM TO A&TH C90 ILOCIX 6L MMMUM EM SHALL BE AS NOM IN ANCHOR SCHEDULE. 7 MINIMUM Ei. CONCRETE AN04M NOT ED HEREIN SHALL BE EMBEDDED TO UN LCFAC*D MN07FTE ONLY 9, WHERE IDISTING STRUCTURE 16 WOOD PPAMING, EXIST) NG CONOMONS MAY VARY. FIELD VERIFY THAT FASTENERS, ARE INTOA DEQUATE WOOD 1FWUW MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY POR SIDE CLOSURE PIKES. 10. WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, FASTIFNER SHALL BE LOCATED IN CENTER OF NOMINAL 21 X 4' (1,111M.) WOOD STUD -DGE DISTANCE 15 ACCEPTA13LE FOR. WOOD D P&. C FIAMING), WOODSTU SHALL BE 'SOUTHERN G-0.55 ORGREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HGAD� It REMOVABLE ANCHORS ARE WINALT PANELMATE, ALL -POINTS SCLID-SIT Is BRASS BUSHING 12� 1440-11NIE SCRIEM SHALL HAVE If2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN r L T4TRUSS HEAD ACFOROWIECACT (St%V SO T) I) N.0 EXCLUOaW t3. MINIMUM 94MMe4T AND EDGE NICE UC R TrMER W FINISHES, is * RE" MOUNTING WRIDIT LINFEAR INTfRPC1jMON is Nor PERMITTED FIXT. USE WITH THE ANCHOR SCHEDULES LFSTECI ON T'. �XET 2 ILI Elf 0 Nil LLJ gil 0) 0 (L) Co. CL cd 0 = Rm U) 0 = 0 CU C= 0 .0 U_ ,1- 0 CIO > .Cn U) -0 CM5 a) 2 -0 oo�- C ._ C/) < a 14 Z Z W M1 U) CD -4-ma CO CU 0 L_ U) 0_ 0_ a) clu 0 L_ CL C.) (L) CIO M LU Z SHEET NO. SH 1m5