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Home My WebLink About36331 Flats St3 v s m L0 L CJ�) 0 Q 0 L0 0 I N / s m r L0 V7 to Za 8 0 00 LID 0 I LO LS lD ID v tz a, H N N 0 a. E N E 0 J O c 0 LZ N N v a 0 a N 0 co 0 d Q) z 0 0 ¢ m 0 rn ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or WA or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAID or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G,C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr, Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. DryerVent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV, 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4.3 OVERHANG OVER SGD REV. TO T 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. INININININININI 101MINININININI . LENN/�R� 1791 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET LJ ___. 1 _.._ .___ I 1 _ ___. ___. - FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 1 rU 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURALNOTES 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 PA1 3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1 4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 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. 9 W C CM =u-� �o o y 'O cm tr CV. a7 Q N 3 = a, x C c c ca �°... i � >a C L v' lk Ch o N 2! i is L •-r" yes C` i ri t �i..: ��i i' w•• n� C -n <tt to �j.1i}'Rru �i3t®SQjLsa4 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 N o Q U N N �� VN r OD 0 N H L N M v C U. •J W LL u_ n. J Lu c - o- 2 W 0 N r— (p O u) m rn m N IL LLz L-0 co O U Z 0 co W 1] El z N o g z Z o J a N M Wv)z u- c 0 ' ( V!.9 L.0 ® a U 0 w Oo N rY us& �N U U w 8 aF— I o M M p Z Z Q c EE w � Boa < n p E V oLL F`z zp ❑a to no L)o o o E %z �Z C,0 _ � a= w U o J c <om0 Z m'0 U 'Z a 3 LL y W o M <o d� �k X ¢ �� J O W a O r M zla o 3 No L / � CYl Q 0 0 �- U) CV M m _� L0 T „� 0 N jILL N Q M r � r v E T M c o Z ca Z 0 0 rn E 2 m c E ai c FL v .° ¢ o JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. C S I I f I IIInPI 3' H.B. V-5" 37'-8" 0 35-SH - - - - - --i --FOYER" JZ - IZ i, I CN � rN rLU TILE I .. --- 30'-0" �r� C14 I a --04 4 1 2' 3 B I CAFE - - 068 4-0' FAMILY ROOM VAULT• CLG. VAULT. CLG. CARPET CARPET PATIO o Cl) O w.H. li n as O cn 1-------------------------------------- ----LO 11 11 00 _ dsU1 v II I i -74n 1 I e 2:12 SLOPE /A I'1 -0" FLAT CIL V Y- J 5„ I 1 I TILE 9'-0" T-8" 2'-8" 4'-3" 6'-10" 3'-7" OPT. D IOPT. -- 1'-75.1 I G - - - - - - „ ENTRY 8'-0" FLAT CLG. 5 -0 s141L. I DR ER VENT TH RU ROOF - - I HANSON BOX @ I -- _#__ i -- 36" A.F.F. Hl �r __ , L- - - - - - - - - - - - -i i W I--------------� aw __. (4) 2x4 #2 SYP CD 00 N 110 D.W. I O O G I I II O __.--- STUDS W/ USP „ -- a 24 J = HTT4@ BASE I' S3 - - - A 2' 6" 2 2 g 128 SINK w DISP- o _ -_ 04 OWNER'S I --- hE1-tE H I- � --- FLAT -tG -PO- SUITE TL-- PANTRY&cc TILE -0' FLAT CLG. wCARPE ai= ^LAT CLG. RA GE e7 30e -1 - --- TYP @ 1 i TiL _ _ ---- - - - - STORY I 5-SH 00 o A f 53 60" X 36" R&S SHOWER --------- ----- rN O 8'-34 , 3, 84„ FIBERGLASS N SURROUND 4068 B.F. uo CD w i248„- 5' 32I 11'-4" iv 2668 -------------- 2668 01. B 'AT; H M 8'-0" FLAT CLG - f Me W.(.C. TILE-- T 00 60 8'-0" FLAT CLG. CARPET - BEDROOM 2 AC PAD M 8'-0" FLAT CLG. co < _.._ _.._._ CARPET ------------ _ R&S 4 SH ___ T-{P _._.._ EGRESS W111111111111111 1110IM1,7111111 101111111111111Hi 11011111 25-SH A O FIBERGLASS EDGE OF SLAB 2" SURROUND I BEYOND WALL 2-CAR GARAGE K 5S3 8'-0" FLAT CLG. -�- ,t34„ �� - El 041511111 HALE 9'-4" FLAT CLG. ,,, CARPET T-1 K 15'-0" - - - - I -- I I I I I I I I I I I I I I I I I 1 I I I I I � I � I I f I I I I I I I I L- - - - - - - - - - fa �IIIIIIIIIIIII� � I' � , . 'BEDROOM 8'-0" FLAT CLG. CARPET EGRESS 1 25-SH VERIFY METER LOCATION WITH BUILDER ' T 9'-$4„ BEDROOM 4 8'-0" FLAT CLG. CARPET 15--0" H.B. T-0" K w O HEADER SCHEDULE MARK HEADER SIZE REMARKS F(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) - 1 314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R,O. FRAME (Fin) TYPE 12 20X26 184X2.5' S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 X 714 S.H. 11-12 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 a X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 112 S.H. 1116 27JX72 26X711/2 S.H. 22 37 a X 26 36 z X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 a X 50 1 36 J X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 2 X 25 4 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 a 52 J X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. If From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1,14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A) +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH Aiiiiii 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 IT,ITi1'iT1Tf1-fl MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION - B1 1ST'FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 PATIO 23 FLOOR PLAN - ELEV- Bill INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING RBLOWN-IN N (INSTALLLL BAFFELS AT EAVE) SCALE: Y4"=1 r-Off GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED Q � c r- N C7 0 C tSx •4 -d E'V a . W as u = Q - 3: va va W i N C p _.E o � ca M 0 2! N r � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t3 E 0 NN d °c' o � r I 0 , �m �." � s�spp N C) S2 * IJi j u_ U_ 5 LL W S a z_ m c o CO 9 O - V W �'�NCO I Z Of U1rn°' m w J 4 u `� r Z '} W Cl)QD ZECD �o 0 r` ( I V) z �- _ L OLIJ o to w N .t) U J pp 4j � w z 4111 N 4 J K W to M M n ¢ zzz __J R p o° z© oa I-ra < CIL o E o dq o oQ co z az � c -� ao ¢ �o a° m J ;z �Z 8 o z o T .nW m pia oLL co c O L0 L0 a� rn m r-. Q c� co O V) m N m LO r a.., QI � cn M C37 CN o O N Cy? j LO s- � r EC.0 coo Z z E O E y � m E U 4? c n _J Q p JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. 1 3 v s rn w LEA 0 cn Q co O L0 to LO I m rn O 00 0 Ln to 0 I N LO rn L a 0 3 t� Q N O E E 0 z `v J 0 0 0 J N a 0 0 a N 0 N Un z S m 0 DW O M N N KITCHEN ISLAND FLIL11 I I 1 LU HOOD � VARIES, 2" LESS THAN CABINETS BELOW Ale I le MIRROR w MEDICINE CABINET O Q U- O N Mco ``'M KITCHEN P In 0 0 CV OPT.CV REF. KITCHEN 6 I MIRROR NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOILET PAPER HOLDER CV FIN. FLR. SHWR. SHWR. CURTAIN HEAD ROD o 0 TOWEL BAR IN TUB OR SHWR. SHWR. VALVES a `1 SOAP DISH LO M 0 TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS o _ �t cfl M OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY BATH 2 INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o O o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE 7 C° o -1 CABINETS 60 00 o rIN r `1 O 2x r 11? r 0° FRAMING T11N - O O - O _ ' CO 1 /2" GYP N 4 CV N BOARD FIN. FLR. '- FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" er� a c� C3 0 en -a CD -a �,- o C cc c..' N — m -a x cua N cc �- ie L N 61 w N Y W C' fl" ram.• C `..f D V Q tv C rm E � O c'7 M N 4 N to N '�s`E. j •fir f Yt a n � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a C o O M N0 O O � O Q LO N a 13 (� J �cNnv as LL m— LL w w z_ ��_ aS2 ��_ 6�`� W Z ca N M 5 _U) cj m w Co J L0 N Z dus ZN OU 0 W C/) ❑❑ Z N M � z z O N Q) z U o 4 -7 LIJ U OW � N �N c w � U W � 4 Y U o ' c U) m e ®® N �c c.0 M O W Z Q r L ao U W O �� oo z o z® ❑a p P gtzz �< wz O< z i o O m � ¢om� a OYO U o� Z }Z ¢ Z W �• CC' O ZO a z tiJ W �LL i3 o wa �o a = M C zI¢ 0O 0 = E L/ Nt Y O Cr �, O r U VJ m m r�LO O �' N 0)`i i o 0 N_ LL M T c r CD M o Z ca Z O y a) cc E U J Q o J JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. 2 v x m rn P v Ln CIO C) 0 3 LO 0 I N m n LC) C cn 0 0 LO 0 rn i Ln LO L 0 cn O i rn rn 0 i a a E 0 v c air 0 v J t M 0 0 0 a N CN cfl ai 15 CN z 0 J m N v to Q 0o F5 111111111114 • �I �i1 12 zz:::�5 I •• ICI li .. Iy'FINISH ON C.M.0 :111�►�0 0 _ SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS --�, 12 5� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 3068 FRONT ELEVATION - B1_ 13'-0" RIDGE VENT — _ T.O.M. HDR HGT. 25 SH 25 SH - — — — — ---- ---------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ] — — — — — — — - — LEFT ELEVATION - B1 1 /4"=1'-0" 11 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or 01787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 g cwi a>, 6W v g� p C Cc LU C'V tianSC _ y C W_ Q � O L- N p � Co W w 5 .� 3 � d CO _• 4J d N C p - c E m � Ch N CV CID N v 0 �t LEA Sr aNN�R�� rr � To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W F E g co 8 L4 ® �. N 0,co w r N =NCO CO I- p M Q In � m v " J LL ILLu_ W Lu o 0. x0 o -r- Ca0 o (DCVO y W - 0 2J W Z IL IL U) Co N Z Q G N CJ Z U U) W 00 z N M 0 z � IR N z � � Q J [i N � N M z Q) C9 0 4-1 cn w r--) U Ow N g w ,,U) .) U W J moo '— - � i z _ � d v i; � N 0 • o J W CO M Z o} Z Z < cU E C._ 0 o0 <N Z ro CIL o 00 o E Oq -8 0W w t aQ Ww L cn C< c ¢ U z W ° O o, 2 m J m ¢Z Z Z o� <0 N A 0 W m Q a Y WF =r � � a0 v zI< ° 3 2 Q 0 C.0 LO LO cc Q cc CL CID 'IT Z 0 O r U) o N N m LO r C0 QI O to N o O 0*)M to N LO r �LO T i C Itt E M o Z Z E (D rn a? c o a ai n U Q p � JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. 3.1 Cn 3 -v x Oi] rC) :n V 0 o CD J LO 0 i LO v IV* 0 0 L0 CC) d N 19 LO Cr o, -3 N N O E H E 0 0 C c 0 0 t7 N N -m- 0 O a rh 0 CD $i 0 s� Z CD 0 J m N 0 C or c TOM 1'-0"�1 P 2'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 5068 SGD 13'-0" RIDGE VENT 4' OFFRIDGE VENT REAR ELEVATION - B1. SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS -------------------------------------------- 1'-0" TEXTURED 10 CEMENTICIOUS 3'-0" FINISH ON C.M.U. 0. (TYP.) RIGHT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations I within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N O N t>a o S W =6 o _ i C " N = �- »- a N C-4 tii Q � N CJ r� 3� cc = CL) N �$ c E 2 0 cM N 0 N N v 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g0 `r E A �=N� CO � Q Z U) N O LL v 52 li LL LL W w a 'm C v ° N t� @o o t� 3 CU CV t0 y °� N °� m w Z LLW J ,N Z Z N OU W ❑❑ U z N M 0 z z o J N U) Ln z �Q) U �--+ _ Cn 0 N �N w o c w w E 8 r i _ �..) 6 I� x _ Q m o � X w _ Z .J LL z ? g L > M Z. Q Q E U O w? Z ❑a FT n7 O E a O ¢ =o 0 CC Co W <o wo az CIO rII ao mo g, Z m J m ¢w 8 U/ - ¢- S° a z T m ti �3 o� J 0 ¢ r ¢ O CM w p ti 0 .L 0 11� Lid m .-� Q 0 G O 0 Y a r U)Sle CV m m Ln ice+ Q W cM I co O O LL N (� ' ^ � r' T � It E c M Z M z � E O N Ncc cc E U 0 a) a Q pC� JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. 3.2 v+ 3 -v m LO v Cn 0 �o 00 0 J U'? co t N m LO v (J7 0 0 to I N 1f L 0 Cn a -Z N N F2 m E 0 a c ct 0 0 I.� M O <r 0 a N N cc 0 0 z O 0 m V) 2" 111 N Cl)1" 2" N 00 VARIES "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, ' DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" _ r�N F� 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS all 4 1'-54 3/4' RADIUS _ co 1/2" RADIUS 1"J4��VARIES VARIES r cnl t d MIS r,N CAP iv 1 1 iv o c> N 2211 11" 2 1 1/2" RADIUS VARIES VARIES IN r 111 1'-4" 111 111 11 p11 111 4" 111 3" 34 4 - MIV � rla C7L* 111 111 � .�-? rnly N - 'rIN c N 311 'I 311 311 4 4 Coil* it cnly VARIES 1z° ,,, ,,, 2 2 +-IN 32' 11" 321 1 ° 1" — 11-8" 1" 2 1/2" RADIUS BASE , Co BASE all 4 N I I 12" "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" �_ �_ = �N 1'-6" 111 11-411 1" 2a . , 1-1/2" THICK 0 i CV 1-1/2" THICK 4" 101, N 21" 4 _ °a T- 1� iV IN r17 4 111 2 I (V 2" 4" 311 611 211 211 iv Ti i 2411 1-1/2" THICK 31" '— �M 21�1' 1'-10" �r 52, 11-5" 5211 � 111 11.4" 3" 1n 1� I I 2 9 VARIES 51" VARIES 111 2 w r� N' 2211 • VARIES VARIES 4" 8" 3250 I pp Rho is I� I I � ' N M 3. a 2 44' 6" 4" �o 4 2 VKESTONE F11 0 CY) ONAL T GARAGEDR. OPENING VL3 KEYSTONE F11 OPTIONAL r 311 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14' 1 `6414' 1z 54" 1'-12' 54 " 11�11 1'1 V T-8" 4" 3'-0" 4" 101, 1'-4" 101, 0 CDo0 7" N iv iv 1 " 1 - iv CV O d Est., • 111 v 2 (V� GENERAL NOTES: oil • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH e� 0 t+ Z-- LLJ 0 C3_ �® . .y -C9 C'N Q N ti W m a:C— as a E o 1D CD7� w �• UCM � cc ._ c E f3- w �C3 M N O N Co N l { P-1 .. 4..i•� `1.h,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q S ov E o co 0 �N �� M m ov 'a LL Q J T u- �y a W CLL d Y �. N C n 13 77 y . 0:5 Q W co�°jO' m w Z N Mz J OU o Z W ❑❑ M 0 0 Z N Z n Q M un z -2 c 0 �� - IL �' M � a f0 U O ci W p N � v , W J ~i- - E l9 t I z� C) O m 11 o w J ZzZ ILL- E E zo >� zp o_ U Ecc z od IF M 0. A o¢ 00 o o E ao 0z C/:)ru o � oa m� ZW 2!!U m � m < 8 zz 0* d W m ao H Y �S z < a 0 3 2 Q LO m cc � c� O O Y U '^� J co m U-)r U) <C a4-+ N O I (B N C� CM MCU T N E «�' � c 0 Z z E O N c 0 U q p JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. F 1 3 v m LO L0 Cr in 0 C> 0 LO 0 I h' d 0] LA L0 L 0 C/9 0 CAD J L0 S -4- 0 I 1'(i L0 O N C 3 Q N CJ FL F�— E 0 0 c J d 0 v U J N Cl- <t- 0 0 0 N 0 -a- CD a 0 CD z S a ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAG METER II MAIN V (v� 150=2/0 200=4/0 in 2" Conduit 200 amp 150amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 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 PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PE�PG. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE n RECESSED LIGHT FIXTURE �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN �Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �{]eD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) LOCATION WITH BUILDER USB TELEPHONE/USB (OPTIONAL) I I /�I I l i SSW i 311 AV R , I LAV 3j1 wi qc�E 2 VFNk W� NT PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER 0 TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F O THERMOSTAT I IMI ELECTRIC METER NMI_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT, CEILING FAN �4� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-131 SCALE: %4"=1'-0" N ® e cV7 -2 2 o t a r- CS C 16 6� C'V m v x LL- CD cs 47" .� � � 3 3 `$ Cc co CL) N 8-.t9 G� a u 0 CV! co N v 0 s, { To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W �£ M 8cb 0OM v LQ4 0 s' N (D 00 M -I Cn � � - J QNco"T LL C 1 LL Lo Co JELL 55 a 'o CL Y Co C A E = O W W 7 N N S E Y0 o r` - o W N�OjO' m w 2 NOco Z �' z O U < W ❑❑ z N M o � N 1 z � � �f/ J d N M z �-J 0 t v cn w d m U O N w o U w J E ml` 3 = L y U o N to , Q e N m o JZ< W M w C Z a LL E Z. tz ¢ Zo E (1 z Z ❑a F� Ma 00 o� o1 r0 d t L ¢z o Wz �w (n M Q O zQ W m ~OO z m � J2 F c4 G ¢� 00 �z U W C/� 55 A ¢ mi d N F m az J ¢ =3 r =O J O Ch C � Y r 003 z¢ 0 O r / 0) L O Y +, V J m N CV m LO O fn N co 0 "� 11 CCV co Lo M E M o z z E O N 2 t6 c a 0 Q o °; JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. 4 on -v LO Z m rn LO L v Co/') O J L0 I to 2 L0 L O co 6 9 rh LL7 v CCr 0 C 4 Q N O d E H C� G 0 v` c c d: 0 0 J N ti N N CD d v 0 0 a N N c\D O z C) 0 0 m V) ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 13 3 Floor 2276 2185 312 1092 78 546 609.0 195.0 414.0 (Zone 1) *'NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Bl_ SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806, The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. *'CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN' - (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) N C= N Cz w c Li,y�y�© e c v M `2 w ® a �L CV m =L a m ... c ca � Q 3 i is m a/ sa cu c® cu 1O L CD M N O N to N V To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W11- QCD .O E coU ,i V ® N N T o W C N n 00 W LO V7 4� r ti . J Q cc') LL C J LL LL Lu LL a rn Z LU — O C � `- a Y N VJ 7 M N (O Y W w W Z IL 05�pj6' m L0 N z Q N O Z OU N O O � QaN Q � J a- N t� — N z'n a 1/ (1(0 V O 1 ' E: W N ass '0 � V7 U N c LU E N ) m • O w c0 M Z 3 o > z a � c, E a p E V zo �� ❑� z rN a zz® oa F— r6 i� 00 Oo p '0 O Cc)z It wOQ � z �� Cn Q 1z m0 Q ll z 0 N 9 A 7 2) 9 az r C) M - m s � - ct OIds O C O i (D ^ > (S/ /� ' L LO Q (ca 7 O Cr U M C6 /L) Q M I o (� C:) LL M CO LO T CY) � r M o N z E E O y � (`u E LL Ci J ¢ o J JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. 5 c d B� 9 s; 7-1 H.B.' 37'-8" 2'-9" 5'-2" 1" TYP L S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 15'-0" ■.................... ......... ................. ..... ......... ....................■ _ r INDICATES FILLED CELL w/ 3000 PROVIDE Y2 x 9 Y2' (2) #5'S Cl I PSI CONC. GROUT FROM FT. TO d RECESS FOR FRT. DOOR �� -11 SLOPE co STEPS AS BEAM W/ (1) #5 REBAR VERT I ABOVE SLAB TYP @ ALL TOP OF CONC./ PAVER TO BE 4" -31 /2" I io BELOW FIN. FLR. '_0" '- " 3'-8" 2'-4" 6'-0" 4'-6" 2'-6" LO REQUIRED PER FIELDCONDITIONS 0'-0" I PLACES SHOWN HOOKED FTG. I I is I DOWELS 5" EMBED W/ 25" EXT. ■' CJ ABOVE SLAB "GRADE 40 STEEL" C _ CiAw— . f— NF I I I' �-------'� — -------'I HVACCHASEI AHUzj iv 01 `� L S3 r i PROVIDE 1 Y2' RECESS mr FOR SGD. REFER TO in "d,� C4 BASED ON J 1 I` LOCATION / ��W.H.i (2) #5 REBAR I.. — VERTICALS w/ in LO rh I MASON'S SLOPE FOR ..... . i / FILLED CELL • � • • • • 3 1 /2" I WIDTH I ( 32'-83' I I /• I I <' 4, : . 37'-52" I 21'-24' 514„ T-8" I T-8" 10 2'-Oi " -31/2" SLOPE 4'-0" G I OPT. D � 1 - - - - • • I II II: T d I S3 I CJ — — — — — —C CJ— �_ - - �I— _---- _ - � My s _—Lj -, II' Ln I I I I I I I II L J II. I o t==--dt"� —CJ `�-I ;� �� -� - - - - - - r� I EO o :.I............ IL`--- ____ � - --_-- -- _ _ ■ ��--_— ICHASETO O I►Ir�r�ll I ISLAND 2'-6"x2'-6"x1'-0" : I I IIIIt' III KITCHEN ISLANDJJ .: J •r .11------ EDGE OF SLAB I J I I------ I S3 I •1.. _ — — — — �- — - • BEYOND WALL a 1 0 -D_W-jL _Jl_ W/3-#5 E.W. CJ -- bN G : •LLOVV LLS SINK W1 DISP l Ir- i K .- N I ji l S3 I I o I 23'-11" 2'-10" 4 14,. j It_ 10 (2) #5 REBAR VERTICALS w/ in I o 1) K FILLED CELL S3 EO N ... 01-0 ....................__j e I / ............. M CY) 0 ' - / I/ I III )I! I CO I ■ -N // 13'-54,1 7 -211 Q / J J CJ CJ J �I� CJ '..1-..,,,,%......-......I-...... .... CJ CJ .. — — �I, — — —I — —--� }—— — — --I-- — — — —I 00 co : II,,/,/ r/ I�� " 3-1/2" MIN 2500 PSI CONC 0'-0" I SLAB OVER 6 MIL VISQUEEN /l ( )11 / I I j 1& 1 VAPOR BARRIER (3000 PSI CONC. SLAB FOR I ; ; ::... ::.. f AC PAD { 1 M L------ ---- --__ / Ij I— IN --- — HERNANDO COUNTY ONLY) --- -- 1---------------- _j ■. . . . . . . . . . . . . . . . . .: .. .. . . .� . .. . . • . . . . . .. w ■. . • . • « w r■. • :. . . . . . • . . . .. • . . . . . . . . .: . . . . . . . . . .. . . . . . . ■ T-2" 5'-2" T-O" 3-10" 4 3'-101, VERIFY METER LOCATION WITH BUILDER i H.B. FOUNDATION PLAN - ELEV-B1 SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN U'- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" rp Ifi '. • •�: #5 CONTINUOUS ` t ` �, REINF. SEE FND. FOR ♦ . � n ♦ : r '-- '♦ QUANTITY ` #5 X 25" X 25" CORNER I BAR ONE FOR EA. o ., r rq ♦- ' HORIZ. REBAR, TYP. ��7 W U.N.O. ' `♦_ **Alternate: ♦ ; r r. r, , ♦ g¢ 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" a CD ca + w3 c�'s .amp o .G 7+1 a CNcz CD Cv '�-'...�. Cif '1%1 W CL d m CD s v .• 'Cr 3 3 M CJ > C= tQ a y c -C2 c E ti Co CL u M N O N CV 0 A'='' Y o r;. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. EMI �.I$. W c, E o g 8 o N ci O C 000 y a Q LL J LL U_ W a a- Z — M C (0 r W _ .Fa N rj W �2 m J _ LO N z 4 0 N dU U O Z W ❑ ❑ o o Z m QQN � O Q Q V - rZ � 0 0 Qi W a U 0 o ,.,, N C�-_ y U W J E 1 x� d/ O N • N I� o Z M ZO r __jy E Q E E U zo � ° wz >� Zo z ® oa o E coo N L ¢z po dZ W :n C j ¢ O= U Z H z m y Q W C5 oo ?� 0< aN0 WCDw az 3 o w< i° a� M d' z¢TTOv� ti .N O LO LO m rn m ►. Q M j O d. O Y ""'•' m — L 0 `� N 0*)Q co C:)C:)LL CV C14 LO CIO r r CD E c V) Z M Z 3 E O N r= C a U ¢ -� JOB NO: 23-04658 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 (SO 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 1 -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: 7/6" EXP. 1 (24�s) or 1%z' EXP. 1 (3 16) TILE: 1%2' EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1/321, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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 m rn LL0 v Uo) O C) 0 J LO -`vd- 0 I N S m r LO L0 O Cn O 0 J L0 I rh L Lo Lq v to Q v+ c 3 3 tz Q 1-0 No O a v E O 2 `v c c J 0. O Q4 J ri 4.4 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d R77A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 114" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 3500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 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 / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) 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 6-0" 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Bl SCALE: %4"=V-0" i C,2 Y -e CD > -o ►u o�� cc r ..�Co LA - Cc C2 y-raN,� ar sr m a c a E u 3 3 w d au cz i co a, CR m c E- 'T? 0 CL, c4 C'M C•V 0 cv co N d- 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W v '* E CD 0 N 0 " � � N U) ai V 103,4 0r a s *k Li N M 'IT , , L LL W 4. -o - a Y Z= _ m c n _! o W W ILL0 L 7 (6 N CO 0 Y m w 00 ,;) N Z Q M ± Z N O U V U W Co ❑ I7-1 z N o z O Q 0 QQN < J n- N ^, �N M z IVll C O 1W1'' W � t6 U 0 N �NU) W o G U c E $ m i lr _ :F ai C U) d —® N �t o CQ M J z ¢ z w z Z a _J LL >i _ (j ca zo u, z zo z D a o o c0 rp �< ¢z o< � wz .o ¢z mo z ci ra y >_ Cm m _jj pU ow ZF a w z o a z W C/) T � m ¢ wLL ¢o a z � F O o� Wd �3 >=O M v h z�a o 3 O O L L" (.0 C:)C) r U) -2 N N QI a-+ M f) No C:) ^ N � r Q � r E E CD M z z E O y � m c a E U Q 0 JOB NO : 23-04658 SCALE : AS NOTED SHEET NO. 7 -v S m rn v7 N 0 J O M i m n LO L0 v C0 0 Q cn 0 J LL0 C 0 N rC L0 v v N S v. 2 Q N N a E FE 0 J LZ M 0 N S O CL N N to -�h ai v 0 d Z S m v 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 1_/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8• Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per AC1318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS N1 NEI 01 �El 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID I J - r U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. I SEE 'm ME 00 F = FILLED WITH GROUT / U = UNFILLED R =RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W U16- WlT F J ¢ ' z t � NOMINA QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cTintels = 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. #5REBAR IN. ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d d C ° .M.U. #5 REBAR AT TOP d° d GROUT MIN. (1) REQ'D"• " _ '... 1-1/2" CLEAR 0 d° d 5 REBAR AT = — to w e O BOTTOM OF LINTEL CAVITY a ? Lu 0 to U LIJ OTTOM REINFORCING PROVIDED IN LINTEL 0 Lu Ci— cr °z Fi w a ¢ _' (7 #5 REBAR AT BOTTON 7-5/8"ACTUAL NOMINAL WIDTH 7 (VARIES) U) � M a :' AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 5'-10" LL O O 4'-6" LL 4'-6" LL O 6-3" LL O MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-Bl SCALE: %4"=1'-0" 4 'N � o . 0 Y � co a� o Cn V N y m C= Q d ca C-4 cc ar Q.,t as w C '> E cu o . a'i C C N Q'� C E GL U M N O [V co CV 0 pR?fir I'F" :.I lo�,P `,"••SSA'" "• i,: ' 1 't i.; r„j^i,...f`."��a 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. N W o E a I, V CO C N r- G 00N vmv J 1 Q J LL w ,n _J L —v a Y Z Co = rn 0 L_ a l _ N r O W ��pj6i m Z N C0 Z ¢ J J U o ZILo� WIL ❑ El CO r Z N r� 0 0 z Z o vv J N F+� z �-1 0 o W � m U 0 LJ_J N = inU) U m r— — E L 8ai U o y V' m C N N m o w M J � P Z Ll- zo 2 ¢ zo ta_ ® E U z Z ® oa H f0 5 0 00 p CO ¢ r o Z f-' '. o W co C -O E a o 3a O .2 1, oLL z Z m � J cYi rum r ¢w C. 0� Z ao co � az ow mo _ i�co 5o �O .s = LO �-.LO Q 0 N F- O C:) l� r n U) ` V m m LO T �4-1-, W Cn O N Q I N .Q LL- C� LID I� Q co T co T.. N E w M E o Z t0 Z N E O N cc E U d � Q JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. 8 3 s m rn LO v cn 0 0 8 LO 0 I i m rn L0 2 v M cnn -72 19 0 J 00 0 Cr r{� i L v 0 rn c tz N 0 n. E 0 O c J a E 0 0 U 9 r7 M 0 N n N 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR,A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 tz 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 11.5. 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: Z 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: 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, 14, 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: A M- 2 f 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / 615 1 MIN. GRADE 40 y = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4, 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 31&14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" 1 Y" %4" MODULES OF CONCRETE TYPE MIN, 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 Pm = 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4, IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1, FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTMA53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 Cincrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior soI treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. "The has The certificate of compliance shall state: building 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 = If 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: 513 + 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 DRYWALL SCREWS AT 12" O.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. '*�� ps; elm �. u �, � o C-)M b m.X "' c0 to C14 d rd. N = CD W -M u W a 2 a N s � � a c� L> M 0 N co N , �•�F>l�iE� ya To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E to M 8 o V N N ccol 0 ao u! - ilf U) Q J LL W U- 0 V w tp C � to ,. p 0 W N N _� O ��°'m Z Q LLN uN Z Z N O U U v W ❑ (D M V M z 7 e O 0 z co z o M 0 lL - U O LU o N u _ all- E =w� U O 0 c C,d i14 -IS N M o C MZ z ¢ w Q E 8 w� z zo ❑a F- rp C o Cn 2 o a o o o o¢ Ez ww <o cn C¢ Ox m� o0 a� 8 0 ,,, �� 5 0 a a C) <o NW o w� �o c� zIG ar O .N 0 LOrn @ 11 Q ^�^,, i Q0 a I. J C) G Y m ca r < U) O to co 0) I co O � � � N T co � ' n T < M C w T 45 E M c z cc z E d E U _j Q p CD JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. SN rn 3 m LO LO e to 0 C) 0 J LO 0 I N i m LO v cnCr 0 to 0 J LO 0 I N Ln o- 0 i c 1.0 a N N ii FT N E 0 s a_ v c ccu i' d 0 0 J a� T M 0 0 O ii N 10 v a LA C-D z 0 CD v 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 c GA WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap / x / x ,z 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 1 Od nails 16GAx1-1 /2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. 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** • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1U-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. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1IT-O" (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 Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.811.7 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 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 consideration. Check wall or beam below.* local building 1/16 code for appropriate Zor=20 details in One 10d box areas=20 of high sinker lateral load. 4 nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. � Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM U) w CONSTD.90° #5 CONT. #5 BAR BAR HOOK BAR ' IF #5 CONT FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max 4 max. 4 Clinch nails when possible Tight fit a (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series De th I End Intermediate BCI 5000s® 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6"" A 1%" ROUND HOLE MAY - 6" 6' BE CUT ANYWHERE IN CANTILEVER THE WEB, PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN DO NOT CUT HOLES LARGER THAN 1%" ROUND IN CANTILEVERS. 8 T Y' .gi-111 " TL' /' 2" V-3' E'-J F'-d ' F'- 1 " 2�4' sy c 3-2' 3 7' .. __ Any 16' joist ...._ _ .. Sp'a-(- ----- .._ 12 1'-t3' T-1" T-2' 1 2" 1' 3' T ' 2'-4' 2-11 " 3 7" 4-2' -9' 64' 16 1'-L3" 1'-1„ 1 2. 1, 2" 1'_T' -F 32•' 3-10" 4-9" 6-7' 6 4" 7 2' 20 1AY' V-1'" T-2' T-2" z -0" 34Y* 4'-t7" 4'-10" 6'-11" 6'-11'" 7'-11" S'-11" -, ___ . 24 1'4Y' 1'-1" 1' 2' 1'-3- 2'-u" 3` -r 4'-g, 6' 10'" T z' S`-4° "' iu-g, 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. 1 Z" 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. FWhen joists meet over wail, provide 1 3/4" minimum bearing for each. SIMPS( w/(22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) ' NAILS 1 R TRUSS OP PLATE �.0 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. Jc Backer block (12" wide min.) Nail with 10-1 Od nails. \nstall tight to top flange. \ Filler block. Nail with 10-1Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner 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 p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL ° jA- 9FM 0 0 FINISH GRADE SLEEVE THRU STEM-/ ° ° SEE PLAN FOR--'°• a . • • ° ° FOUNDATION INFO a' STEM FOUNDATION GRADE REINF. SEE PLAN A 41 n —I,;,lIIf IIf �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE 110 PENETRATION I a � 4 I i 1=1 i=1 I a s I ;,IIh 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 4 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) 95's x 4'-0"— CENTERED @ PIPE PENETRATION n PVC OR SCH40 SLEEVE PLUMBING LINE CD��• a,.• 4 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 a a a as n as G 4 _ —� -I I ICI I II I I� a a a a a d -III,�I Q I�,II►- SEE FND. PLN. SIZE & REINF. 1 0 ® o 07 o a Ca Ca. +- Cm.h V N w o. a. Z *J CL .= y a-t� = E m o 0- v n M 0 N co CV 0, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H F o E a o vd °'�ti co 0 N W O 0- � M 10 w�� 0 ej CM) 33 u J�U_ 3 a W Z mC "� r- o i � @ cy co W ;,. u° T m z ccM Q J Z N 00 Z V 0 Cn W 00 ,a V M Lp z N M 0 0 z z o -J E3 M N z a (D o Cn `� '� �• U O LlJ g tales V) w U LL - '— c� ) C � ° 00 o � - � zwz Q LL_ 1—(C z o > N ®�zo_ zowoW� 4 8E � awzo n0W G0co < �p E �,�0<o z = C!) C <om0 3 z¢ 0 z<z J CA) Q a 0p z z z ao W A L z N F m <p d= �- 0 o w. ;o C) flz F ad 3 N O � LO ui Q n�� 7 O LO r O U) N (3) N Li- \ T CD M LO , r 4 r � E c co Z N z O N E `m o .v ai o U � Q O � JOB NO : 23-04658 SCALE : AS NOTED SHEET NO. SN 1 m LO c rn 0 o� O J L0 Q I M m L0 v o- 0 0 J LO 0 I N L( LO V) O .a a Q N O i a E 0 v _ J 0 0 c� N O 0 0 a N N �I- 0 d z 0 M I v cn 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 —J 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) 1 U-0" (R302.11) 16d TnFNAII S T R R 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 & 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 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO _ a BE IN ACCORDANCE w/ ASTM I-1 I I- I I III I D I III-.� I=1 I ►_' ;- D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING � I�I �rll CODE 7TH EDITION (2020) I (- RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES �S I SEE TYP. WALL SECTION SCALE: 3/4"=T-0" -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 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 ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE , L I, 00 6 MIL VAPOR BARRIER A 4 '•� r COMP. SOIL, (COMPACTED TO 95% MODIFIED PROCTOR I ITT —I I =1 I T li ASTM D1557) 3" MIN. CLR. O #5 REBCHAT R CONT._/V-4" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.C.N 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION (*A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS %- "T z / M � 4" ItI�i1 - a. 5p T Ill r SEE A/S3 OR J/S6 `-III I I ICI I I „ 111 III: FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) 1 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. GG S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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"° x 10" "J" BOLT @ 24" O.C. W/ r 2"°x3/16" PLATE WASHER (TYP.) C7 ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" I A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR )2'- 0 @ 24" O.C.) ELEV. 4-3 1/2" �31/2" MIN. V J A.F.F. p P. 2x4 CONT. LL O `" _TT TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s (U.N.O.) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS r31/2" MIN. GARAGE DEPTH VARIES 31/2 krr -4 _ — _ III III I - I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U, 1"xP.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ r 2x P.T. PLATE TYP ASSUMED FINISHED ' GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN00 - FOR CLARITY c. NOTE: -_ *FOR BEARING WALL - _ T W/ UPLIFT ONLY _, FRAME WALL TO C.M.U. WALL CONNECTION ("'D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-p" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° GRADE °° _ _ _ _ °• (1) #51REBAR w OPT. III=1 I I —I I I ��1= I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —yI O.H.D. RECESS 4 M N e �• .:• .. M T�I I fir••{--��T�t e `-_ I I � f �- I -1I1 III Ii� .�a•. •. Y•':d.•�' � 00 T ' 111 l �l l ��. +� •• I -I I T I —III III SEE A/S3 OR J/S6 ` -1 11 I rI i III 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S.�,K ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 1/2"(min.)- 4" (2) #5 CONT. 4„ . j �m m r' ` 8„ U.N.O. MIN. TYPICAL BEARING WALL @n STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" \0 `ens' �\ M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. �-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.C. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00r31'/2"(min-.).74" -TIC-I T�- �I I �I I �TI=� 11 I f1 'T= -I (2) #5 CONT. 4,; U.N.O. MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/S"° x 10" ",!" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS ' #3 OR #4 REINFORCING BAR E #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D FINISH GRADE °O M [GRADE 60 MiN, Fy= 64ksi] M D • 26" MIN LAP [30"MIN LAP] TYPICAL BEARING WALL � STEP CC SCALE:3/4"=V-0" S3 2x BLOCKING HORIZONTALLY@ NOTE: INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0" (R302.11) ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR SPACE ANCHOR 3500#, MIN, TENSION 2600#) Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N_ o END OF 2" x PLATE WWF OR FIBERMESH �, E w v - D ° p. _ a-lT(=17f ° p D 1=1T_I-III-TATCD g I-11T 1 I ►- I III-ZI f-III_ LU LTI-1 I f Iflb D 6 MIL VAPOR BARRIER =� I D ° (� �— I=1 11— �" R 1 7/8" LU 1 I-1 1 °—#5 REINFORCING BAR I=I 111 1E N z I.- i j� = I I—M m=T r #5 LAP SPLICE j�T = j� 1l- i COMP. SOIL, (COMPACTED TO 95% MODIFIED PROCTOR ASTM �11 1-11=111—�I I= 1 =111— D1557) T I III 1�11 (I I II I �=r 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,� 1/2" FROM SLAB 0'-01. J CONT, BEAD SEALANT TIlk a INTERIOR ° a 31- /2'' e e e.. e. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE " (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Qla ° 00 E _ n I M 6 MIL VAPOR _� _ l BARRIER -I 1 =III I I I II ' 111 IIII,,,7f III; 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" (2) #5 CONT. - m�� .. I Im I , 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" V-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO r� ° —� SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN . 'A SEE ROOF PLAN — — — e ° a ° (2) HTS20 FOR STRUCTURAL r _ I TI �II M E BEAM SIZE & CONNECTION INFO M I °' .4 a 7 I PLATE I + 2x4 #2 SYP P.T. FRAMING w/ 7/16" + MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. �� Cn cv 0 eov Cz C* _ Q `a ca� W v ¢r. c to�,� LA_ NCcC=� to .may CNI .^d .�C= (13 W v Cr • ca w C. E �J c ri N O N c0 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 signature and seal. 0 W �+ E 0 M O a SO N M iq 90 0 2 LL M V N 5 J LL w LL CIL 52 tia w z smo 0W 'lu C, Y W U5 Z IL C? on w � N Z Z N O U U O W 11) 1771 El M Z N M z z o r, �� — z W U o " +-, C/;, LU 0 o yC_.• N VV) un 1 M U LL,� g I t U 0 y ¢ m ° 4 C o J w O M p z Q LA_ N E gZ ao E O ❑a ~ m g 00 o E C °z o � z L wo �W �@ ¢ a zmo a W 0 01 z m U Oro Q W 50 ?� C)� �a a m F - � �Z J 1 N, o as� 0 ;o o� 2 Q o U O �O =�/ n I r_ L / +a Ca 0 ItO �c j- co mo N Mr W L^ Q O � N O I CU C)C:) 'T— VJ LL _N T_ (.0L � co / r ch N r ui E 211 c M v; o Z �o Z = O N m E v U J Q 0 J JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. S3 (MONO) _ I 1P 11m■ 1 cm 3 S as rn T v N 0 .n 0 J co to 8 M i x LO L V) 0 a J LO 0 1 N 2 L v C� c Q M a o. E 9 E 0 C, C, c i 0 0 U 9 M 0 N c 0 EL_ N 0 cn v 0 d ca z C) 0 m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE 11 MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM RIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL —\ 11 - 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 VAi21E8 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. Sh� 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)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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,) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN GL DOOR OPENING DOOR OPENING ❑ EXTERIOR ❑ F WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 FET 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 4 4 8" STD.90`HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 77 :]EE NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL r W T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOw) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :.,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. g 4 o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF�,o%0014. 1qN 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 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 a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO, OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. Op /v/1Oi U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O,C. A I SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C Z(TYP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) :1: , DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS - 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LIJ v O/C FIELDco z 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB 711 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O,C. MAX. P ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLA TE 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) /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2• P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE -MASON RY 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 NAILS TOTAL) EA. SIDE OF LSPLICE 48"SPLICE STAGGERED N, \t1 0d @ 8" 0/C ATTACH ALL -� v EXTERIOR STUDS W/4 16d TOENAILS T076P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON rc G C P.T. ATE JIMrouN or4 SP2 onvirJVIV 10( ST io J- M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON--- IMPSON SP4 7. 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL �r4+ 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 30LTS @ 24" O.C. �X ZX P.T. PLATE x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. i & NUT DXIED A.T.R. t&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING ?X8 WALL ABOVE ENTRY K.O. BLOCK W/0) #5 CONT. & FILLED /8"X10" J-BOLTS 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND, ,,,--PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L— PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • 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 R REV. 06.24.22 SCALE: N.T.S. S4 .o -U cc�M �o Ix d o m o ELI v� 3 �t: , v) CL N �.7 M CV 0 N N 0 ✓n r f'"31 F, ,, *Y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w Q 5N o o (V 0 N a)Lo 0 N 'Coo Nti0 - � 0 a, (9 M� w J LL ry u. w $ w d o _z WU) Z r m O O r� c0 O c� O' m Q U)N Z 0 N O U 6 U W ❑❑ z N M o o z Ca- 0 N N M O +-1 N W U 0L,� Ln �cn N � U a W J — E m 4r = L zl�.. U o N C Q Y LO a M J Z ¢ w Z Z g LL E Z o Ri'0 .18 .- } N Z® on H fp o go �a �O o o� wo N c m J <o O mo o� Z w Q 8g �Z � � co . �� goMEN aw T � dz �3 zIQ a o 3 C N >� /��/ 0. : Ln N m E 03 .--• O J 0 CT Y T o a) N r m -�--+ +1 LO QI 0 fn M o No LL N T 0) ' ^ .— co co .+' r Q Itt cc Z E 0 U)m = c a ci ai ¢ o °_' JOB NO : 23-04658 SCALE : AS NOTED SHEET NO. S4 m C/] 0 Of .n CD O J LO Cd 5-1 m m Cn co 0 J LO O NO v o, c 3 Q N d E Iv E 0 v c J 0 -U 1`0 0 0 0 0. N O 0 m v SIMPSON HGAM11 W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" b.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 10/S5 MAX 9r BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL tJOTES AND UNSUPPORTED, IF >9" SEE 10/S5 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF . EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. • LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 1 Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS W/ 1 Od NAILS2" THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND O.O. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE 701SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" EACH JOINT w/ (3) 1 Od & (2) 10d TOE NAILS @ , X FROM RIDGE FASTENED AT EA. END / "L" BRACE TO EXTEND EACH JOINT wl (3)1 Od & (2)1 Od (NOT REQ'D WHEN /• AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �i GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR ,,--1/2"CDX PLYWOOD OR 7116" @ 4$" O/C FOR THE / (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO !1 @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION � C �I O A' 2 WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" �7 C I V 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP N M M _ SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION `� CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2. BOTT, CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THEK(2)16dNAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d ) (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & MASONRY WALL OF TDJACENT HE COLUMN (SPACE ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE (SPACE AS SHOWN OR13-PDYA) . x 5 1/2" LAG SCREWS OR EQUAL wl (2) BOTTOM 6d TOENAILS ATTACHED ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" OIC GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. SJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E GES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I [L EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'BLOCK@ 4" O/C TEN WITH L- �2� 12dOTOEINAI SNG / NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF [) B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (� SECTION g 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 J SCALE: N.T.S. S5 TOENAIL) (2)16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.0 Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP wl 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 a °° `-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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. SrJ MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" 0/C (TYP) • 0 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 LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) 'L BRACE 2"x6" (U.N.O.) L BRACE 24" 010" - T-O" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/55 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 14'x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xT SDS SCREWS TO PLATES (TYP.) `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 a 2 Y CORNERJACK Q � W z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C3 w J 0 o ' 0 W O W ca o - o ' Q w -�--- o o � O O T ---- Q o r ----- w T_ A NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (*,_L� AS PER BCSI SCISSOR TRUSS 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 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 21k- a �w 0 0 a '>< e Ll. L'a. N fn 0 N = c o s CU 3 �!CD „ C= U x •" , v, a g E C9 0 C'M O N N 0 4 �. 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 0v E S 0 0 m r cc a) 0 aiU_ Q 22 W N S J u 52 W J a Z 0 @_ w CV WC°6 0 M Z LLW . m a J N U) M z CV J 0 ,n O U o Z W ❑❑ 0 0 o z M 10 z a J — d � U V) - N C] z -1' a U o 4- T Cn W � � V O N W o uaa 3k W J s � r ' _ 'S a) U o N . ¢ CA 6 o Jz w M M 0 O Z Q 4 E y =o oo z >m Q� on' 9ro �0 ?o o E d oQ az 1z � L wo !ram Cn M c ¢o a � m0 o, m O U N m Z Q W 8 a o 0 C) N F QO F~ H z =r Y 0 O M V- w zIa d I o 3 2 O 0 E L , moo, 2 CD 0- 0 O 0 0) m m LO r C/) QI 0 Cn co � o � LL N M CCD Ln r CV) T' E E C � Cr% o Z C6 Z 7 E O N N CU LV d U J Q C J JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. S5 m L0 v o- 0 to 9 J 0 Wj i m L0 v 0 0 0 J LO O I N LD LD D Cr V) B 3 Q N N a F E CL i O v 0 J v ti 0 0 d 0- 0 0 d Z 0 m V) N 1/4" MAX fi IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN.i1 X 4 1x4 P.T. 3/16"0 X 3" LONG L FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3116 x 3-1/2" ' TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16 BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS" 1x4 P.T. & ix8 P.T. DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. ;� x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1 /2" ; , O.C. & 4" FROM EACH FURRIN( TAPCON @ 16" O.C. & END wl MIN. 2" EDGE DIST. ` " 4FROM EACH END wl � 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/41' DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK NARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR—'T x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" Q.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. R PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RE& (TYP,) STD. 90' HOOK (1 7/ JA 1 +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED)w/ MIN. 4" EMBEDMENT AT 116" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS i J i GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL g PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING WITH MIN. 3" COVER 6'_0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER • OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL u REINFORCING AS FOLLOWS: SEALANT I� D — =��— �1= IV W. PLACE LOWER HALF F MORTAR IN BED JOINT. DO NOT FURROW. w L o E _ —— I iII_1Tf��I IiI I(� g f * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ 1iT=_I I f=1 I I- , E. TI E.I I F, F * V LREINFORCINGWIT PP R H LF F MORTAR BED AND TROWEL COVER PANE H UPPER A 0 MO R REINFORCING PANEL — — T�—I I� SMOOTH. DO NO FURROW. o II F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° R REMAIN FREE OF MORTAR. NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ 0 (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. Of J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. `— FILLED CELL PER FOUNDATION PLAN O UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT, PLATE W/ (2)10d @ 6" O.C. ® #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" �R ® AND NAILED W/ 8d COMMON @ _ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TD. HOOK 2x BAND JOIST W/ FACE NAIL 10d 90° (TYP.) YP.) ACE NAILS 1 d @ TDRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ® ® A SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS ® +2rr NOTC FE @ FIRST COURSE ` INTO BAND JOIST & (4) 1/4"x2 3/4" K.O. THE TITEN INTO BLOCK :S �► 'a FILLED CELL INSTALLATION (H' RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS ("') 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S F01'I SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2X 0 TRUSS AS SHOWN FOR O.H. UP TO 2-6" �FRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + �FNOTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP I (I:I EACH TRUSS CONNECTOR IE'�® SEE LINTEL----' I/ III SCHED, CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SS SIMPSON HTT4 wl (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT P 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1 - QFF cuFGT rl) AiMr) FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERRAN y e' • n, RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 r-0rr 51-011 INISH F • e . e ►.. #5 BAR p. 10 a .. a CENTERED W/ .n.,•e .'ev 9 H' IN TOP o e KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING ' o o A. SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .p A. e DIRT ? z A. ° STANDARD o 90 HOOK N #5 BAR IN FILLED CELL, s° si s• � � s• � ♦ � s• l � �. s• 1 s. s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY .m ne 1 11. --k.^ 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. d a u, 0 �- � a Gf O -O C .CU w a ca sy E rm Q_ M CV O N CO N 0 n -�' f 3 1 • �..�- cy f �,ip To the best of the fi�i er'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. MM as W 0 E a o �p CC,,N � o 00 0 = N 00 M JLLLL W LL a W Z ro R 'a 103 moo N O W :05c rn rn m Z L0 MZ d I IL Z N OU w ❑❑ V M r�- N c� o z � o Q J N (D = _ o r..0 OL.0 N �V) ws t� t- ca E Ri1u i zls.. L 8 PI n l; y N o Q N 0 M M z o W z z .J CEo�� za >� n_ 0 E U aLL z® F� N 0 =0 CL E ¢ 0 f° 1":,fa QoWw c � < ¢om� -° Z m J U O U Y Z g ¢ o` �+ Z ,o T �<CD dz N 3 Jz a �- 5 0 o3 0 c O = U) > (O LO ~ c0 O � � 0 CT O U) 0 N Ln <C 0 N 0) o O _I -0@ LL- CV O7 -0 T C.0 ' n M = CD vi o Z m z E O 2 ro n E 0 _j ¢ o JOB NO : 23-04658 SCALE : AS NOTED SHEET NO. SS S 01 LO ig a 0 00 LID i LO v a- 0 0 0 CD 00 /O LO Ln i Q N N 0 a. E 0 >r v J 0 v U J N 0 6 v 0 0 a N N ai 0 0 m v CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 NAILED MAY BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MMIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A WOOD TRUSS i A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLrT� SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5Aw/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-112" 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"0.C. MAX. col (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. --- MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FORI PLATE BELOW TOP OF WALLMIN. 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 ON SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INR SCALE:NTS 'IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE ZOOF PLAN FOR MOf VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU461HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN I. FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT// 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 r SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT Yam 4=011 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. --.toy - - - 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a� FLOOR CONNECTION r22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. • MASONRY WALL BELOW: SIMPSON 44. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. A. TO GABLE TRUSS 44. COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl 2 � SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� 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. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--� Z- (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 N cz e d �.. C 4l i Cot -Qr� O e Min WCL:5W -. s 3 sa M fV O N tD CV 0 .S t;u'=d,'9bSs3k�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. N W a 5 vE o o8 0 N 0 A! Q13aj M V 252C LL W 55 a J LL 5 WUJ dr Y Z — a L (09— �} W Z 5 ��O'a' m w J L N Z Q Z O O U U z N M O O z r n <c V I N J �Q) a) N M z / C V 0 ammm n LL, Y U O Ln _ ,, a U) am 1— v 3— W a Ir z Q- Q N 0 r` o M J o w z LL ce E p E V coo g O oLL z >N Q N z® od � 0 00 Ea I o 0� L �@ C i C m o� <=mo O U y m o0, Z F Q W �< �z ¢o U da CD a <� ; o zl¢ 03 =o 0 = > LO (A' LO m Q Ca n' T- n m N Li) Q U) cY I .2 o C) .� CV c � LID T Q � T_ T E E Z z ' O E Inm 2 a E U ¢ p � JOB NO : 23-04658 SCALE: AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 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 BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-l" BEAD OF CONSTR. (0.6 Cm : 30.5 Cm) include flashing as described in Section R703.4. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND ONDOW) WALL BY 6 IN, RETURN UP JAMB 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 (ASSEMBLED 2 NAIL BRAND OR EQUAL WEATHER CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means WEATHER G RESISITIVE PROOF CAULKING O SELF -ADHERED FLASHING ; BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. 2 BARRIER SEAL TOPS OF JOISTS 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: i No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up &temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive e barrier above header to allow for resistivflashin installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under ,� weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal wtape 2 ( 2 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED EINDOWING , SELF -AD■ ING■SELF-ADHERE1 DDECKHSECTION FLASHING ■ 1 Exception: Where the barrier is has EXTERIOR DOORHWR A CEMT. FINISH SILL/ POTSHEDLF/ CHIMNEY Y SHOULDER water -resistive that applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN 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 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (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 EXTREME REFER TO TECHNICAL SCORED --tA prevent the entry of water into the wall cavity or penetration. of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711, All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6' RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard appropriate for the a of sealant. Fluid -applied membranes used as pproveas app p type pp OUTSIDE EDGE OF MASONRY WINDOW BUCK 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 e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF 2 ao t THRESHOLD shall be Installed at the following locations: WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING Ar, following: CLADDING AND WINDOW FRAME z ` SELF -ADHERED FLASHING 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration g - 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. NAILING FLANGE ,) 2 2 . - SEAL TOPS OF JOISTS 4 6 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or in to direct to the the finish to the barrier for DO NOT FLASH OVER sloped such a manner as water surface of exterior wall or water resistive BOTTOM NAILING 8 UNDER DECKING (SEE (SEE DETAIL WP07) 2 % subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q g9 p 9 p 9 FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. -- -- - Water Resistant Barrier 7.7. t built-in utters. g JAMB, SILL AND HEAD DETAIL Lath APPRAPPROVVED SELF -ADHERED FLASHING sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL VED HOUSETHING WRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. a a ° a 3/4"CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE a a 7/8" Cement Plaster "V" SEALANT SOCKET WITH o I, JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM F ° Foundation Wall a ° in accordance with 7/8" Cement Plaster JOIST BELOW > 1 SELF -ADHERED FLASHING ° ASTMC926 in accordance with SELF -ADHERED FLASHING 2 a ° a a ° a G ° ° ASTMC926 Felt backed metal 3" MIN ° lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 > Building Paper with ASTMC1063 Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 0602 WINDOW FIN INTERFACE WITH _ SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ , FOUNDATION WEEP SCREED ■' . sheathing Metal EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL ManufactSpecs. T PRODUCTS DETAILS AILS TILE FINISH STRIP OF SAF LEGEND I SELF ADHERED FLASHING (SAF) o o Maintain Stampede or similar Bottom ofI.cauk bottom Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 112" DUROCK LU BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2 to 2„ Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) > co Q I PLASTER ACCESSORY 'OSB% Sheathing Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact. Specs. 1'4" PER PLAN z Detail Instructions Refer to the number marked as # In each detail that corresponds to the 1'-0" PER PLAN I THEE VERTIP DIP CAL ONTO SURFACE TO TOP OF 1/2" Cementitious Cement Plaster Decorative Finish numbered items in the list o instructions below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926®® All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU 3-v2° INCH FLANGE I over wood 2nd °g.Q®° outside corner will floor • ®°o,®�® to be 2. Install flashing and weather resistive barrier to form water shedding need miter laps 4" OR 8" CMU °a - - - - - = - - I ° o ®® cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) z Z STRUCTURAL FRAMING °°°'o,®®® ®°: butt joints need to 4. Split the release paper using the ripcord (Split release on demand, g becaulked using embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT a a a � 4 STRUCTURAL SHEATHING r,� °•®° Stampede or sim. minimize scoring cuts ° d ° ° a 0- d THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and p p p ° ° _ DO NOT SEAL. - CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" 0 U ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED ° LLJ = Lu rr ACCESSORY I l- BOND BREAK WRB 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to a a Q ¢ U) w 3:Ill SF LATH fit tight to VINYL SHOWER PAN ° III corner Note: 8. Mechanically fasten as necessary SLOPE a ETA a ° - The building paper and metal lath must be Cement installed over the top of the weep screed. ° ° - - - PLASTER STOP A Plaster 4 US BACKER ROD over block a a a , & SEALANT 1 st floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ ' SCALE: NOT TO SCALE W ei c n V e _ 4N yL' ' � sO .a C, m M;s �• ac c % W CM .� =e -So M C4 O N CD N to rcas�� 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. tl) W t 0 E 8. G o? N M stir \ ,n C LL . _j LL w LL lL 55 p, - d Y Z ' W � LONE 5 IO1�CC � W Z �o N N z Q z O U W ❑ ❑ o o z m ¢N¢ z o Q Q � N M z �-1 0 4-1 w ° U ,,, o V) CL� w N .o co (6 r U c E �O el L Lg GIs m C) o N Of ¢ N � o w M M u- Z ¢ Z z Q L.t- ce_ E E 8 Y z o oo z > ry <� ❑a F fO mo oO O Eco ¢ Q K < d t a Z ¢ O 0 Z tt t7 ❑ O < ' o Z' 'aw 8 zo 3 T 3 S a �w m IS E =� �a Q F �3 0 v W zlr < a ° 3 c 0 LO ro c O =3 O -J � O Y U 43 r U) cn M 0) 0*) LIL N Cn < M N r CY) ai Eco co o z E 4�) IL U -1 q C1 JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. W P M auntirdgi Br kd'its (`lit dgie( +11"x4r- 2'XZ-1r 1 a" Dia, A32, (TJ 1 1 0" 5 /8'e See Anr_tior aack crosi 5upport ' (AA ay be cut t t ra(ke (16 GaUfa) lwm�h�hs.-�Zexub�lw 1 N.7"TW, Imaylecuttow) a Nuts I Left w" e' g` for lift e s Florida Department of Business & Professional Regulation Paget al Building Codes and Standards 17J1 0/2o21' Product APApplication Detail CzQq -. otit-pir _ Data - gggt s ...Va. Pending Data Version Manufacture Contract End .... &Li.-tt Validated BY verdured Oubmitted- ,PECAPDrewal- Approved Status Affirmation2020 Siren Vent Products, Inc,. Michael Graham HermesF Naero:P:E Locke: 6s9dan P.E. 12M V2020 IW162020 T2d2&12020.: Approved. Category: Smrcturai Ccrnponents (877)44t3366 PE73778 (334)3001800 Subcaresmr}e Products Introduced! asa Resulior Info@sin rtvent.com New Technology: Compliance Method. Evaluation Report fr.. a Florida Registered Architect ora Licensed Florida Proleesonal Engineer ;FLYkiB22.nR HaduNs : ' ,�.': : , ` .. , . .: �. • Qualltit Assurance Amrowd for Use Approved for Use. act n Sea #.. ro Product Model: Number or Name 'Product: scridfan Contract Exorritlorl Date Oe H n rL-y� Dutside HVHZ e�ara !?� :�ra. a 1 emaitVant Model #15A0-510 Dual Fdri :Flood end Ventilation Vent 12f31/2g23 Yet. Yes NtA .1001-100 2 SmartVent Mode{ #15445r 1 Dual Function Flood and Ventilation V ni 1.1.023 Yes Yes NPA +100F10p:. 3 Smartvom Modal#1540-520 115sulated Flood Vent 1WtIL2023 Yes Yes NIA s10D1-100: A mart ent ode) 5 & 5 #1 A 52t V M I`suate Iced Vent i n l d F 1213 TZ023. Y 94 Y i e W A flooh 00' 1 5 SmartVent Model#1540-524 16&quit; GPF290 Door Flood Vert lV31G 23 Yes Y. NIA NIA S SmartVent Model *1540 570 Wood Wall In itu ated Flood Vent lZ`Z 12023 Yes Yes NIA +100MOO 7: SmartVent MadeI41540.574 l4s&qucL Garage Door Flood Vent t213112023. Yea Yes NIA NUA,. Florida Department of Business & Professional Regulation F2ge i viz' Building Codes and Standards. 1n412021: Product Approval Application Detail -C49.a _Er7t._ 'a. berg Date Pending Dal. . am Version Manufacturer Coritaht End-weer&Lidenss Validated BY Ualfdated Submitted FBC Agoreral Ao,,-d States Rawson 2020 Drexel Metals 1n8- _ -. Jaw Shumate Zach hest L ckd So+ ' P E. n S ary R. P o +don 0aelon 20 :06MR12020. 0812wom 10/t3/2920 roved .,,..: Apv . Calegow Roofing (507i"303-1511 PE-7402-1 (334) 300-1800 subcategory; Metal. Meeting. lshumaletgdr®Nmet:mr, Compliance Method: Evaluation Repo¢ from a Florlda Reciefemdlvchitect or a Licensed Ronne sea 9:: product Model hunter or Name product Desorintton. Coldplrraot EX1011 Date. ID YHL OutsideVHZ: HReslstanf Pressur 1 Drexal'Melal Roofing Systems ONO10aN6 4MC 15D88 OMC'1755 DMC 20DS„ 121312D25. Yes No N!A +0/1ac WIG IV Florida Department of Business & Professional Regulation Page z d`4 Building Codes and Standards 3WA23: Product Approval Application Detail Ce a ENIN`or ire- Dote Dire Pending: ,Date In"'. Vnrson IHarwf?cnoxr. (Cantact': f:ndinear&Lane- Validated: 9V Valltlaetl sdtvrirhetl FBIC Agor_t Aaomved 'Status Reulsbo 2020 Therma-Tru Corporation Steve Ja9person LyndonF Schmidt: PIE- Ryan:J icing, F.E. 0411=021. IM12020: 042212921. DWS12021. Approved Category: EXlarer Do- lao0)943.7fi2a P&43409 i&13)757t6555 SupCategory: SVrdigtlg Exterior Don Assemblies siasPe(son@lherma[fu c Connellenet Method: Evaluation Report from a om Fields R.4derad,Arch tedl or . Lfcensed Florid. Professional Engineer PC#24r69�R5 ikoduets .. „ Qua) tvAasu ante we Arm d to, Use APPraved for Use 1 mpact Desi9D --- �, Protlucl Model. Numb pr Name . 'Product DescnnU. bon CotExairat{mi Dale inHVHZ Qutside HVHZ eR eeil it Pressrae 1 9. There-Tru Fber Claselc and Sow Star �Ncallnal 68439 8 &gUor IMPPet8quot Opaque 12t317Zii26 C-Poet. Edge:Fbarglaas Single. Door No -Yee Yes 'NIA 2. b: There -TN F tr-riaseic and Smooth-$1er daswinOOutswing Xcangpurstion) NaTIna18'8 &quct impact&q of opaque: 1213la()2S Canposite Edge Fiberglass Single Cue -filth No Yes Yes N/!l 3 c.Therma-Tru Fiber-Classto and Smooth -Star sldelltefsJimsrringlWtswinp: XO.OX or OXO ocnaguraUms) Nomina168#398 &pact impact&puol, Opaque. 121,312026 No Yes Yes N/A 4 d.Therma.Treroo,.ClassicandSmoolh4tO 5 e. Therma-Tru Finer-Class'c:and:Smpolh-filar 6 f. Therma Tm Fiber Imsicand Smooth -Stare g, Th.nna-Tru Fiber-Claselc Aad Sm Min Star' a h, Thera Tru Fiber-C tesic and Sm-th-Sigr. 9 L- hsrmg-Tm'Fiber-Classicand S-oh-Star' 10 f Themee-Tru Fiber -Classic and smooth -Star 11 k;Therma-Tru Hdo rGlassioand Srnoolh-SYm' 12 I. Therma Irr. F bar -Classic and Smooth -Star 13 m Tnerma-Tru Finar-Classlcan d SmoMh-Star 14 n Themia 7ru FbewCiasstc and Sreddlb-Slat if, 0 7nemna Tru Fiber-Classia and Smootb-Sear 18:: p. Taera-Tru P der-Classre and Srhoplh-Star 17 q-:Therma Tru,Fiber-Classic end Smooth=Star Nominal &'8 "lmpaat&quot Dracut, ComposRe Edge Fiberglass Dollble Door with: of :Wthout Glazed Mdded Open Sidali (lnedmitDuts-w ng, XX erQ?D 0 configurations) 12/31/2026 17Ja112026 1213IJ2026 12/3laom IW112026 12/311Y026 12f31i2026 12/310026 1213132n25 1=12026 1=11202a 1WI)2026 12J312b26 122910026 Yes Yes Yes Yes NIA:. Yes N/A' Yee NIA Yes NIA Yes NIA. Yes NIA Yes NIA_ Yes WA Yea N/A: Yes N/A Ye9 NIA Yes NIA Yes NIA Yes NIA:: Florida Department of Business & Professional Regulation page I or Building Codes and Standards 1/5naii: Product Approval Application Detail code ,Putty Data :Data Date Fendlnd Data Lual Version Manufacturer C-1-1, Ending,&License Validated ar VeIrd.ted submitted- EEC Aopreval Aouraved status. Revision 2020 PCOTindustrl65 Jens Rw.Y/ski Miaipi,Dade BCCO-CFR Miami Da de BCCO.-VAL 11/192020 IWS12020. II(24M 20 Apptaved: Caregary: Exierlor:Doeis t641) 480,0100 t786) 315-2590 SubC.U90ly: sliding Exterior Door'Aseemblfee posOwsk tgpgtlndistnes.0 Compliance Nothod::Certification Mark: or Listing am ., ., " ... Qualuv Assurance Approved for use Acveo dray use Imgacf. Dsaign Sao . Product Model Number ar Name Product Descrtidloi Centred EYplratloii Date In HVHZ Outside 00 `Resistant Prateon, 9 SOrN OVe ge)trestle lmpaetl Vnyl Seeing Glass Door 041141xD2 Yes Yes Yes NIA Categ,ory/Subcategory Manufacturer ProductDescription s a b' IIII e I , A. -SWINGING Fiber -Classic and Smooth -Star (NON-IMPAbb 1, a F, al, [3 11 +67.0/-67 ,.. PA Fiber -Classic and Smooth -Star J :.. ,7- 1101iA.� Fl ll:. : ,.. and Smooth -Star ACT) _ 'E 'I l IM +6 ll ! pe F !�'. s,. SLIDING ip' d► . it ilk� Series U J it # ..Series 5570; a 1 psf LT J=9 II e.. Corporation Pella .. Wayne -Dalton 0a/81 x Series All ... • psf :. ' � � s # � :� a 1. � - :. . ,e Series�' �' � s '�" � s � � � f :, . . J: ,M ■ ii' .. - iA u. �� I ��i"rll*�la��'M�� . I. : Fe lloA I Ills 'Wayne -Dalton y. f lg i� y, Series :� �r ! s $ 'I�' 8�6 i. u` jY J i. 4 J .: ie >p.,.. Curries DG, Inc F. d�F +� 2. WINDOWS A SINGLE HUNG MI Windows and ' 60 t' rrr i, I Series Pella Corporation - ''10 x. '.+ Corporation Pella tic .� Series HORIZONTAL SLIDER Windows and d Doors , rs 'z 55 !' s 11110ARIP44ft,1111 Pella Corporation Seriesl 0120s■■ e.:;Corporation Pella Series, SlidingWindowSeries, y I 185r Series 5520 u I I Pella Corporation 10 " Flange Fixed , ..WindowsMl and Doors,it !:. 5500 Series■� H 3. PANEL WALL ®.-._ m James -Hardie BuildingProd. „ M Solid .rib.yl it Vented I (CIF! # ,. .a+75.01-75. 6 osif {■�77.0*,: A pa Aluminum, Solid and VentedAluminum Soffit d A.ASPHALT + .. UNDERLAYMENTS a1!' (forShingleRoo diFelt UndedlymentC. Jai N a �. ROOFINGFASTENERS 7- Rr�r D. ROOF VENTILATORS Thompson Ridge Metal E. MIWA y. 1E III I p r fir: s. J : ,.. :... Vent WX r. ,a le. :.. IA .Ir,r. _ F. METAL ROOF Drexel Metals, Inc. i;200S, DMC 5V 1.STORMPANELS 11f # .r Protection Products :.....'. '. ,=m Storm GalvanizedSteel : ..All �.. American Galmnized Steel iIi '! .1- ■ F COMPONENTS ---- A.- S Simpson _Strong -Tie TRUSSANCHOR PLATES BuildingComponents Truss Plates Alpine FL19%. ■,,.r�P # J; Industries, Truss Plates, I!RZA 1'*r J. :CENGINEERED LUMBER Weyerhaeuser Rim!'ilk -.i.' :E r .A yA L6527.5 Corp.' g If.:AXmiW30. . = .., :ORN _t _ HighV Concrete A OEM Florida Department of Business& Professional Regulation Pagel of 3, Building Codes and Standards 102022 Product Approval Application Detail Ott,. _ -.- Call- EntilY:Or Doi-,. Data Date Fentllno Ote Tice Versicl7 Manufacturer Ca_`Engineer &License Validated VailCated 90mima FBC Approval. Approved Status Revision 2020 Therms Tru Corporation Steve Jaspers- Lyndon F. Schmidt, .P E. Ryan J King P;E. 07J2312020 07J12f2020 07IN12020 1013Y2020 Approved Categarg: Exterior Doors j804) 843-7628 PE 43409 (1313) 7676555 SupCategolp; Srvinging Exterior Door Assemplies s]aspersanthermafru:co. compliance Mothied: Evaluation Report from:a Florida Registered Archtect ors LlCensed Florida Professional Engineer F 4fD " gilt DuaIItV Assurance ADDrovedfor Use Aaproeedfor.Use lm oaot Down, Sec'0 Product Model. Mum bar or Name Product Description Oontract Eltpiratlor Date In VHZ Dutside HVHZ R-fiatenf Pressure 1 a, Thelma Tru Fiber-Classioand Smooth -Star. Nominal8&#39,8&quotlmpagt&quot, a e Damp sift Edga Flborgtass Opaque 12/31/202- Single Door Yes Yes. Yes NIA 2 (I vnngfOur-Ang, X b..Therma Tru Fiber-Oassio and Smooth -Star Nominal8&#39:8 8quotimpact&quo1 Composite Edge Fiberglass confguiaii Opaque 121 I=22. Single Door vwth Yes: Yes, Yes NfA' $ ade1Ge(s) QnsvwnglOum%sing; pdnfguretiane): a Thermo Tru Fiber -Classic and Smooth -Star' Nominal 6'15 &quot Campos to Edge Fiberglass Sidelnea XO, OX or 0X0 Impact&quot, Opaque 12/31f2022 Double Door with or OXXO Yes Vas Yee NIA 4 without (InswtinglOubaming, configurations)." d. Therma-Tru Fiber -Classic and Smooth star Nominal 6&#3S0 &quot Composite Edge Fiberglass XX or Impact&quot, Opaque 12131 J2022 8ingieDoor Yes. Yea Yes. NfA 5 (Insr�ngfOut.win2; X e Therma-Tru Fiber -Classic and Smooth -Star Nominal8'08quot,lmpsd2&quof Composite Edge Fbwgiass configuration) Opaque 1213IM22 Single Doorw(th Yes Yes: Yes NIA 6 Sidelhe(s) (lnswinglOutsvong configurations) f Therma-Tru Fiber -Classic and Smooth -Star Nominal8'0 &quotlmpaCt&quot, Composlle Edge Fiberglass Sidelttea XO, OX or OXO Opaquo 12131=2 Double Door with or Yes. 'Yes Yes- N)A 7 aathqut (Inswmgi0utswing donfig umt inns) g.Therma-Tru Fitter Classic and.Smogth-Star Nominal%*S;8&quotlmpnct&.qucd Cgmposle Edge Fiberglass XXor O)XO Glued. ID31J2022 Single Door Yes Yee: Yes NIA 8 jlnswingfOu".uM; Xconfiguistlom h.ThermaTruFiber-Classic, and Smooth -star Nominal 8'88quotlmpact&quotGlued Composite Edge F]bergisss IV8112022 Single Door math Ye. Yes Yes WA 9 Sldelce(s) (Inaiaing/Outswing; configurations), i, Therma Tru Fiber-Class]cand Smooth Star Nominal d'8&quodmpacb&quot Composite Edge Fiberglasspoubla Sldeli%8 XO, OX or OX0 Glazed.. 12J3112022. Door with or Yes, Yea.. Yes NIA 10 witltout (It-ing/Ouy`soing gonfguradons): j. Therma Tru Fiber-Classlc andSmooth-starNominal 8&#8$;Q&quotlmpact&qu0l Composite Edda Fiberglass XX or OXXO Glazed 12131/2A22 Single Door Yes: Yes: Yea. NA 11 (InswangfOuts dog, Xconfiguration) k. Tnernri Fitter Classic and Smooth.Star Nominal 89439;08,quotlmp..t&qu - :Composite Edge Fiberglass: t Glazed 12J31)2022. Single Doorindth Yes. Yes. Y65f NIA 12 Sidelhe(s) (InsvwnglOut.Wng: conflg u@tlanb) I.Therma Tru Fiber -Classic and Smeath Star Nominal &quot Composite Edge Fiberglass XO, OXor OXO lmpact&quoti Glazed IV3112022 Double Door with or XX Yes- Yes: Yes NIA 13 without Sidelines (Ira configurations) m, Therma Tru Fitter Classic and Smooth -Star Nominal 6&93g;6&quoLmpact&quot Composite Edge Fiberglass MN/ Outs wing: or mom Opaque 12r31f2021 Single Door moth Yes yes; Ysa NfA 14 &quot,Non-Impact" In.van f0utsw/in XO M. Thelma-Tru Fiber -Classic and smooth -Star Nominal 6Y8 &quot,impact&quot Composite Edge Fiberglass Sidelite(s) OX or OXO conk orations} Opaque 12131=22 Double Door wIth Yes Yas Yes NfA - 15 r.& No -I a;ct OXXO confMuraii,n) q:Tlems-TuFberQlascandSmoothStar Nominal&3@0 Coin odd. Edge Fiber p wiSfdeiit s Inswtn Ou 12/31022 iass Sin t000 Dr Wth Yes 'Yes Yes NIA Is &quol;Non-Impagt&quilt jlpavingfOutswairig; XO p Therma-Tru Fiber-Ciasslo and -Smooth -Star Nominal S'0&quotfmp8ct&quo1 Composlle'Edgo Fiberglass Sidelte(s) OX of OXOconhgurationg7 Opaque 1231P2022 DOubla DDoriniBh Sidelines Yes - Yes - Yes NfA - 1 7 &quotNtlmlmpact&pact OXXO configuration) c: Therma T u Fi r-Clas.i. and$ oa -StaF N.mi al 8& 9;8 q r ba m th. n #3,, &9 Composite Edge Fiberglass (Inaiwng/OutswAng; udt No 4. :.Opaque 31f20 2: pa,ct&qupt,..12! 022 Single Door Yes Yes `o N NIA 18 - (InaN1ag10U1sWing, X r Therma Tru Fiber -Classic and Srrrioth-Star Nominal8&# 8quot Composite Edge Fiberglass configuration) Non-Impaot&quctOpaque, 126112022 Single Door With 'Yes. Yes No NIA 19 S clelts(s) (InsxwngtOutse :configurations) s.Therma-Trd Fiber -Classic and SmoothStar. Nominal $$8&qudANon-lmpagt&quot Composite Edge Fiberglass ing;' XO, OX or 4X0 Opaque 12/31I2022 Double Coorwith Or Yes Yes No NIA 20 without Sidelites I i (nsv' configurations) t Therma-Tru Fitter -Classic and Smooth Star Nominal 8&#360 Squat Gompos ie Edge Fiberglass An /Outs',01 .XX or:DXX g rig Q Non Opaque 19JJ=22 Single Door Yes, Yes No NIA 21. (Inw,ingfOuiswing; X U. They - ru Fiber -Classic . ndSmootti5 r. Nominal 8&#39.0 ma T s a to &q Composite Edge Fiberglass configuration). ua N - m gt& of Opaque 213 2022 on I pa qU pap i 11 Single DoDrWth ` es Y. Ye s N o ! NIA 22. Sidelhe(s) (InsyvingtOutswing: Conf duratons I v;Therma-Tru Fitie"r-Classic and Smooth -Star Nomina18&439;D&quo[Non-.Impac1"'rJpaqua. Composite Edge Fiberglass XO, OX or OXO 12131/2022. Double Door W11h or :Yes Yes No NIA 23: ut Sidelites wit etlng UrailOnS) flpal 9;b &quok�Nals w. Therma Tru Fiber -Classic andSYrioothSlar tom &#3 Composite Edge Fibergiase:Singie wtng'XX or OXXO. ' iimpad&qugt;Glazed 121$1/2022: Door Yes Vas No NIA 24 �(InsvtnglOut5lAing Xconfigurabon) x. Therm.-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:88,quct 'Composite Edge Fiberglass; Sldelha(s) Non-:Impact" Glazed 1213112022. Single Door sth XO OXO Yes Yes No 'NIA: 25 (In.Wng/Outsming; cohfiguraiians) y Therma Tru Piber-Classicand Smootn Sor Nominal 6'8&quotNon-lmpaon" Compost" Edge Fiberglass without Skfelites OX or Glazed 123112022 Double Door Wth or XX OXXO Yes.: Yes No :NIA 26 (Inswing/Outswing, aanfigprefiane) z. Thermoru F bei:Classic and Sim olh tar No In it ` & 7 1 S a Ste. m s&#3a,4 q Gomposito Edge Fibargiess a u Non ad ot- 1 e 1 /31 022 of mp &qp , G a d. 2 J2 Single Door Yes Yes No N/A. 27 ' (InsvangfOutsWing Xconfiguration) za-Therma Tru Fite Classic and Smooth St r iNominal 8&#39`0 & r a . Con io Edge F bergiass ua -Iona uo :Glazed 1213f/2 2 : l:Nal et& e n 2 Single Door with Yes: _ Yes.' No NIA 28 don figu{aii(Ins rig/outeming zb: Theirrm Ttu Foer-Classic and Smooth -Star Nominal 8&k38;0 &quot.Non-Impact&quota :XO, OX or OXO,. Glazer) 12134f2022 Yes Yes No NIA Florida Department of Business & Professional Regulation Pagel 61`2. Building Codas and Standards; 115=21' Product' Approval Application Detail 1 Entity or Data Data Data Pending ate Tvow Variant aanufectum, .Contact Enoinear& Liens, Validated Re .Validated b detl FBC.Amrewal Aowaved Status R.A, n ro 2020 I Widows an Doors M n ays d D 13"nieitil Lots o art Lorries Steve n E peer R b p gins n M. V ch, P IOR6120 a 2 10fa6R02o IOP 070 R+Z 121 024 5f2 Approved App Category: Exterior Docis frA71365-330q PE62514 r717j317-5454' subcategory: ShdIng Exterior Dour Assemblies bsit11rW@.Deed. Coiilpllanoe Method: Evaluation Report tom a: Florida Registered ArchNecl or a Licensed Florida Proll-lional Engineer ii�h15332-RsProdGcts:� ' QgNhv Assurance Agprovedforuse Approved for ldea� Impact Design sea# Frontier Model, Number or Name Product DesddDttun. Contract Ex Ip it Ichbate InHVHi"'.. outside HYME Reabrioell: P.Mure I 'SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD CXO 12J312024 No Yes No N/A 145.314"X80" NON -REINFORCED 2 SERIES 420ALUMINUMSGO SERIES 420 ALUMINUM SGD ,XO 1Yf312024 ax ,xx 1 N. Yes.. No N /A 98&qud;xa 0&quot NON -REINFORCED :3 SERIES 420ALUMINUM 550 REINFORC50 SERIES 420ALUMINUM5GO REINFORCED OXO 17M112024. No Yes No NA 145.314&euofx96&quot 4 SERIES 420 ALUMINU M SOD REINFORCED SERIES 4z0ALUMINUMSOD:REINFORCED 1B3ifH24'. N. Yes No: NIA ,DX:, XO, XX 96&quot:X96&pact: 5 SERIES 420ALUMINUM$GO REMFORC.EO. SERIES 420ALUMINUM SOD REINFORCED XXX 12r3TJ2024 No: Yes: No: N/A 143&q.dta96&quit; - Florida Department of Business & Professional Regulation Pagel d2 Building Codes and Standards 1eJ2021 Product Approval Application Detail u�ro V Y..:Data - CCalls [v 0, data [We Pa iefinn Da" T(pg version Manufacturer Coiifagt Engineer&License Validated ew Validated submitted Ft1C Abumiral AnoroVed sus Rewfiloh 2020 Wayne -Dalton, a d AMon or Overhand: Door Bayne Kcrplsn JohnE Scales JaffreyP Arneson PS. ID/122020 D929f2020 1023T2026 121t51220. Appraiod: Corporation (33q 763-8121 PE517,37 (9Q4).8215200. Category- Exterior Doors dkornishOwayne-daltom.c aeCat.gaW Sectional EA.Ior Cow Assemblies pin' Compiler.. to Abed! E-aeluatim Raped from a Fiords Registered Architect or a Licensed Florida. Professional Engineer i li^Assuran.e Annravedfor U.a AoicaVed for Use 1-40t Dram. 3049 Prodtut Model Number or Name. Product Descrayon Carrtrect Expiration Date. IS1HV . outside HVH Resistant F o..0 3: 8000Y8100/8200#1105 5&#39 Max width 14&#3a, Mc,.. height, Glazing 121310023 No. Yes Yes +31001--3500 available intop or int.mlediete seMlon 10 8p6941e0/8200#i123 16at#6. Max width 14WO, Max helghl Glazing. 12131J2023. No:: Yes: Yes:. +30.0019350 available in top or r mtamnediate section 1f 8 �6 D182 0 # ti 4 000/.1a 0 1 2 6& 9 az l i 4 g ax het ht el 1 g 21 20 3 1 #3 ,M d[h i &#3 M g az n9 1 31. 2 6: N.. Yes e. es Y.. +34 4tlF38 30 ava We In top or A1temledistaseetiPn. Florida Department of Business & Professional Regulation Pege 1 uri Building Codes and Standards 10,2021 Product Approval Application Detail m. Code Enthv ar Dal. get two Pendlna ,late. Toe Version alaiulfacium, coned Endrnear&Ltireme Velidatetl 7N alid ad Sobmltled--FBCA--s! A,or-,d Molus Revision 420 Curves Diyislon'ofAADG. Ino,. .. Torn Pettey UL LLC Troy Bfahop: P.E. 12f7012020 121,01f2020 12(21/20z0 Approved Category: Exlenor Doors i 641) 424-2813: (964) 947 0880 ....... Subcategory; Exterior DWr Components lom;rattayQ-tiley- .n, Con-PllanoaMethod: Carllacauon: Mark or Listing ''fi#11b:13.ReP `; , •, ., :... duCte. _ ' , ... lii>Mity Assurance Aowovedfor Use Approved for Use ,. Impact design Sao #:. Pmtluct Modal Numhe wham. Peened D. criohan Contract Exouatwn Data. In HVHZ. Dutside HVHZ Resistant .Pressure 1 6p7 707,727 7N7. 75T. 7+z and 8476ngleand Pdr-ect Flush Glazed and Louvered sirigi-rid pelts or 12i31/2025 Yes Yes Yes NfA Doors hot- metal dAbls. Florida .Department of Business '& Professional Regulation Balding Codes and Standards Product Approval Application Detail Page1'tif.z sro21 Y. Code Entity or Date Date Dec. P-thrig Data Tvoe Version. Mareleclurer Contact Enoi... r ati.anse. Validated By V I1 a ad 19"Ifted FBC'Aoomval Ariorovad Stetus Revision 2020 MI Windows and Doors Brent Siilingar American Architectural StgvenM Loon:. PE 1111712D20 111172020 19(2712020 Approod Category: Windows. t717)385-330A. Menufact.- As,dciatlon at 713TI-5454: SubCategoN: Single Hung: _ bstfnge4rn wit cam Compliance Method: C.rdidater Mark a Listing Quality Assurance Aoarowad for use D,po stet rer Use.: Imdaet cased, Sea.# Praduot Model. Number ae Name Product Dit rlotlen Contract E%blratlein Dale. mNVHZ', Oulelde HVH'Pressure Resistant 2 186 SH 52x72 Finfi tare Frame IGISG:Single Hung > 101082023' No: Yes He -M-Ga: Larineted Glass - - N (n Q� j O U Ca. Q, O O CU V Cn 5 O CU O cV Fn O C t._ Q o W /CC V O J�Trr `VE U- O . TO[ V OCU OL 1� -0 vJ ca. Q Z Z W J a �v ry ci is" a o cis -ow ca N � CV TC � to � lD � fir g' e cc s •d 10d H .Q f0 �J v I CIO M > [0 O ^r� iL U 0 Cl) r 0 s_ ICU W W Z J Z J SHEET NO. PA 1.0. I � -6-0 (1) (3) C_ U) -Cu C D .1t.-a Florida Department of Business & Professional Regulation Page 6 of 9 Florida Department of Business K Professional Regulation pas. 1 sit Florida Department of Business & Professional Regulation poll. 1 of I Florida Cape rtment of Business & Professional Regulation Page I of 2 -0 > C- 0 Building Codes and Standards U250022 Building Codes and Standards 15t2eil Building Codes and Standards I &2D21 Building Codes and Standards 1 &2021 W 2 - _=3 Product Approval Application Detail Product Approval Application Detis U Product Approval Application Detail Product Approval Application Detail L_ CD_ C 0 a) 0a I , . - � r C�L 0 " � , "I - - "I, ", == r ,I (D I 01,1110191"'WIRMIN 12", , �"' 2 't�i,' , " r "x"'� I'll, :1 '��_W___'_'."171' 1 - . � �� I- �. L -0 code Entity gr Date Date vabs Pending 20 - I - Code Entity or Date Data Date Pendmo me = CU D_ . im Version Manufactu Contact Friolneerilki-irense Validated By Xqftilli 50to been FSO Approval Aporighred Statu raA Wit, A IsIll Us liat. Partifin. 211112 code Entity or = 21111 gets peadna Date . F R-iai.n 2020 71herma-Tw Corpolation St- Jaspers- Ly.dpn F. Sell midt�. P. E Ryan J. King., P. E 1010712021 0908/2021 '1011312021 12J15)'2021 Appr-.d Tine Version litanuracitrar contact pialneer 8 License ValldOod 1v Validated Submitted 0111C Approval Approved status T Version Manult.t..' cod.4 Eingrona'a Lie- vandal lsg Validated Rittrunturn! FBC A-,,W Apicrowd lRafto, 1XIM versinin Contact E-it.- & Lieser.. Validated By valislatina s"Iter'llted F&CA-roval A,,-,d status M ,.,., W (3) Category. E,WFior Ocoirs (8DO) U3-7628 PE-4340s (813) 767-6555 R.,4sl.n 2020 All Windom,mard Doore Went Am. n �rnllactiina, Steven a. Won. P9 11)22=213 1112MO20 IIQ8/2020 Approved -t- Affirmation 2020 POT Industries da.s R-sM MI-M.d. SCCO - CER Mi.mi-Ded. SCCO - VAL 1110&M20 11105IM20 11AV2020 Approved R.val.n 2020 Ml Widows and Doors BrendSlillroor American Areliftectural Steven M. Wch, Pr 1MEW2020 1W06,7G20 lofleno2o Approved Stinger 0 - Cn - StiWatagory:5wriging Exterior Door Aosemblics s�fasparsonCtInernlAtru.co Cal.goW. Wndl (941)466-01(i) (T86) 315,2590 Category. Windows (717) 395-3300 MimuftsturairsAss.i.ton t7IT) 317-8454 Calegal Windows al 7) 365�3300 Manufacturers Association [717) 317-8454 Compliance Method: Ewaluation Ricticirtfrom. ill Subcategory: Single Hung jn.sow.willitigunclusifloa. "Cantgory: HorizonnuSlider toofflingeno_nnilmd- Subcategory. Fixed losItlintiorP,ndwotoom a) -10 0 Florida Registered Architect or a Licensed Florida Cornplan.. Method: Cardicall.ri Mark or Listing = Compliance Method: Certification Mark a Listing Compliance litoth.nk C,,tflq.f,.n Mark or Loting -2 .0 , I Professional Engineer L I livait-gZaRm I I I 1 I I I I , I I I �� 11 I �' I I I I 11 I I I 'r-105311114M Prinhigh I - I I I- L L IF _#15US-814 Product, L I C 0 0 . " (D - - - I � I I L_ FL*041si-117 Proft � Quality Assurance Agosax,d for U, Approved I-U,, Import Deal- Quality Assurance Approved for Use Approved for U. Impact Desiall Quallint Asiauramw AnDr,mad for Us, Atro-d for Us, Inineict Deal,, Quality Assum n gg AppricuedforUse Approvedfort.1%, Lffm" pastern $01it Pr.dl Moll -I. umbu or mine Product Description COnfirast Expiration Cal. hi HVHZ outside Reftant Pressure Sao # PI.Q.."ho"I ""'b""" ... Product Degorkift- ContrAct Excitation Date 1, HVHZ outside 14VH ftsi't.rt Pro- sea A Pr.duet Modal, Number " Nam Product DA.Cmwn contract Expiration auto In RVHZ Outside KVHZ Resistant Pressure = 0 LL - seol # Product Model, Numberor Name Product Description CiAtrIttact Expiration Date in HVH1Z Outside HVHZ Resistant Pressure 2 SH5500 �[Lahi. MlsoM Imp2oh VinylSingl. 1-kingWed- (IN30i Yes Yes yes NJA i HS is$ Fin end Paris. F- 7'U82 Ina.l.ted CA- 02/i(1=4 No Yet No 15W.55 1 1 as PW 73. 72 Insulated Gest 04/03nV3 No Yes No .601-60 = = ,,- M 1 a. Therme-Trut Fiber-Cassio and Smooth -Star Nominal OU219.8 6quo0on-Impactilquot Opaque 1213112022 No Yes No N)A M Composite Edge Fftbarglm Single Door (I nsv�ngj/Outavong; X configuration) 2 2 b. Therma-Tru Fiber-Classio and Smooth -Star Nominal S&M.8 8qu,A;Non-Impacn" Opaque 1213i/2022 N. yers NO N)A . - Composite Edge Fiberglass Single Door with U) (3) li .4.- 0 Sidelite(s) (I nswnglOutswing; XO, OX or OXO - ocrifigur.b.m.) M 0 3 c, Thormo.-Tru Fider-Classicand Smidoth-Stor Nominal 6&939;8 &qtss1tN6n4mpact&Iuot Clyaque 12131=22 No Yes No MIA !E cuu) 110- -I-- - I'lloargilass Corriposite Edge Double Door Win or - = Witold: Sidenes (InmvinglOartoevi ng: )D� or =0 � -0 . - U) < configurations) 4 d. Thermat-Tru Fiber -Classic and Smooth -Star Nomircal 78#39*0 %quo0on-Impactdquot: Opaque 12rJ1J2022 No Y.. No MIA Composite Edge Fiberglass Single Door (Inasyng/OutsoAng; X configuration) 5 � Therma-Tru Rbex-Classle and Smooth -Star Nominal 7&#39,0 &qLx)�Non_Impaot" Opaque 12J3112022 No Yes NO N)A Composirke Edge Fiberglass Single Door with Sidelite(e) onawinglOutswrig; XO, OX or OXO configurations) 6 I. Thermet-Tru Fiber-Classio and Skynxtith-Star Nominal 8&#W;0"NcmImpac%fjquoI: Opaque 12131 f2022 NO Yes No NtA Florlds Department of Business & Professional Regulation Pag.-I efI Florida Department of Business 9 Professional Regulation P.S.1 di Florida Department of Business & Professional Regulation pas. 1 cf I Ccnriposde Edge Rberglasg Single Door Building Codes and Standards 102021 Building Codes and Standards trdml Building Codes and Standards lfd=l 7 (InieWnglOutswing, Xconfiguiation) a! g, Therma-7ru Fibor-Classic And Smooth -Sitar Nominal 6&M;O &quot.Non-Impact&quct; Opaque 12151/2022 NO Yea No MIA Ci;rimposibe Edge Fibengluescifingle Doorrith Product Approval Application Detail Product Approval Applie artion Detail Product Approval Application Detail Sideflui(s) (InswingtOudsWng; XO, OX or OXO configurations) ,- LL - � ,� - - 'i '�' 1. 111 8 lb Tharma-7nu Fiber -Classic and Strucoth-Star Nominal 88439-,0 &quot,Non-I mpact&quot.. Opaque 1213112C)22 NO Yes No MIA I'll, ..... - 11 1� LLL I I -, 11 11 I I -I __ . Compoalle, Edge Fiberglass. Doubt& Door vAth or am Enthe or 2" L--. Dot, Penult- EM costs Cmitur or 20 _qga We Pevul Date Cod. Entity or AMIA. gift Oat, Parichms 2& without SM61IL-9 (n9MVOuIvMng: XX or OXXO configurations) . T verelorn litairturfulture, -9_�' Scolnear 9 1.1cers. Validated B%, Validated submitted F5C Acc-1 Approved status ARE V",a Mairsurhimt-ir Contact 9nAIne,,6 Lietim, Validated 1), VWidged Submitted FBC App-I Apar-d ad -a TVDI Version Manufacturer Contact Engineer a ugemat Validated Sv Validated Submitted PliCAPproval ApproVed Militia 9 L Therma-Tru Fiber-Clessir and Smooth-Stur Nominal 89#U;8AquodAonImpact" Glazed 1213112022 No Yes No MIA Affirmation 2020 PGTIndustras Jans Resawnild Mi.mil.o.d. RCCO - C511 MI-1-CAde 8CC0 -VAL 11MF2D20 I I AVd2102a 11i'1112020 Approved Revision 2020 MI Windows and Docre Brent atinger Luis R Lermt. PB Steven M. utter, Pr 1010802D 10`08=20 1011DR020 12115IM20 Approved Affirmatort 2D20 POT Induglones Jen. R-alti Miano.0ace RCCO - CER MiAmfl-02de SCCD - VAL I V0512020 I i 05r420 1111112020 Approved Composite Edge Fiberglass Sing le Door Cet.g.rT. Winds- (94i)48"100 (7863 315-2590 ced.g.'y'. Wrid.we (717) 365-3300 PE-6251 4 (7173 317-8454 Category-. Windows (941)486-0130 (?86) 31�-2590 OnswrigrOutbiwiring; X configuration) SUbC2tdg0rr_ FiXed JrcsnssTkiQp9lindu9neso SuliCategrory: Munflons b0flngonarilwd.torn 8.bc.l.gl M.Iffers jrcowskigirignindustriese 1D � Therma-Tinti Fibel'-C12ISSIC and Smorith-SIbn r Nominal 5&#3is;8 &Auct;Non-I mp2d8quot; Gla2ecl 12131002;� No Ye's No fuA flearlpflonce Isl.lhiult Cortillearisi Mark or Listing . 0. Compllial;. Infithod: Evaluidlon Report tom a CAmplianceMathisido Cerlitcalien Mark or UOng - Composite Edge FibergeasSingle Door With I I I L L I FI.M. Registered Andtliact - 1.1consed Florida 1 116, - I I , I , I I I I 11 I Sidelde(s) tInwArig/Outswing; XO, OX or OXO F1.043-424 Rolla I I I I I I I � I - "I : I I ' I I I I I � � �11' " Profoatiori.1 Engineer I configurational L I I I I I � I I , I - I , I I - 11 k Therma-Tru Fftr-Ctawic and Smocith-Star Nominal 68#3,9:8 8quacNcin_Impact&quot: Glazed 12i3l/2022 No Yes No MIA amid, Arssuoranco Actinray,d for Use A,r-,df,U, Inleact D,rJ- - �rodduatt , , - I - I - I I Quality A-reco, Appoicarad for Use Approved Tiar U, I-ot 0,ehro Composite Edge I'doargess Double Door with or 11-A product Model. Number . Nagis Product laoscriptim con'troust E-l',diol, Dim, in HVITZ weld, HVH Resistant Proenore 11 I - I I - I I 45"" Product Model. Nufter or Nam. Product Description Contract Expiration Dole n HvHZ Outside HVHZ Resistant Pressure without Sidelit.5 (InsWing/Ot.dawing; XX or OXXO 6 PW�8520i(Lerg. MatLe I.P.di V.Sd FI.sd Wrid- 044DJ2625 Yes Yet Yes NIA quad, Assume, Applavulf"Ilic, A-rw,sl for Use Imeact o6suart 1 Mullions tor All Dom an III VVI nd.,,s Aluminum Mullions D5126RO20 Yes yet Yes NJA configurations) 119A Uducs Modd. Number A`NAMA Product Description contract F,iginglicirl Date I,, KWz outside HVHZ RashAtirst Pressure 12 1. Therinsi Fiber�_Iasssit and Smwth,%r Nominal 7"N;0&quot.NonImpacAquot Glazed 12131 f2022 NO Y.. NO NtA 2 V.6.1 Aurrinum Mutual 12)3iJ2024 Nq� Yet yet NVA Z Com posits Edge Fiberglass Sing le, Door lins.rigirOutswirig; X corlilliurati 0 n) is m. Therma-T. Fil-Cl ... j-dStrooth-Shar Nornhef 7&gW:O &q..tN.1Imp-d&qiu.I, Glasseol 1213112022 No Yes No MIA Composite Up. Filowillas. Sing le Door vifth Sidelite(s) (I nswi nglOulswinji; XO, OX or CXO . . configurations) 14 ,, Th-T. Fiber-Classio and Sinnecith�St.r Nominal 8&#39:0&quoI;Non-Imip;usMquc4; Glazed 12)31=22 No Yet, No MIA Composite Edge Rbargiess Single Door (InswingtOirtsviring; X configuration) 15 .. Themna-Tru Fiber-Classi. and Smoth-Stor Nominal 8'0 &quot.Non-I roacaquot; Glazed 121a'12022 No YM No MIA Composite Edge Rbisnglass Single Door Wth Sidedre(s) (Intsming/Oultavving; XO, OX a OXO configurabons) Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation peg. 2 off 2 Florida Department of Business & Professional Regulation Page a uT4 16 p Thermi FIber-Classic and Smooth -Star Nominal 6'0 &quot,Non.Jmpact&quot: Glazed l2sZ10022 No Yes No NfA Building Codes and Standards IR920ZI Building Codas and Standards 10911021 Building Codes and Standards 3AW21123 Composite Edge Fiberglass Double Door �sdh or without Sideldies, 0-ving/Outswing; XXor Q)= Product Approval Applicatton Detail Product Approval Application Detail configurations) Product Approval Appifcatlon Detail 17 q. Thantria-Tru Fiber -Classic and Smooth -Star Nornhal 0'8 &quot:NonImpad&quot Opaque 12131M22 No YM No N/A - Composite Edge Rbetn;Jassi$hl Door4jr - I- L . I W 11 1011"�� Transom (Imawng/Outavving; M configuration) "I'll", ..... . . � � 6 W 18 r. Thtrime-Tru Fiber-Classit, and Swoth-Star Norninal 6Y8 &clootblon-I mpact&quct; Opaque 1213112022 No yes No MIA Entltv or Me Pendinka 11all* - Col. Date Pending Ceimpoisit, Edge Fibiergilaess, Single Doo-Ath .Q20 Entity 0, 292 Data care Periodic Dare Code 20 2a Rel Cod- adl R92 Skoldel.) and Transom (Irs.vingl/Q.h,,Ang: 0&0� T voistain M-factums, Carried Enignimir & License Validated ft ValloWind Submitted FAIC AwnoyaJ A-vad lligem likalk Vale]- M,n,f,,t,,, Contact F ... gri ... & 1-1conse Validated Sur Voticlato Subtall FSC AtainneM Approved Status T'.. Version X-tiat,rar contest Engineer & Ll-, Validated By Validated submitted ENC A --I A,,r-d sliaus OIOX or OJOXO configurations) Revision N20 James Hands Building Predicts, Inc, Chad Dlorclis V. Andrew Ton John Southand, RE. olltfl,1202i i2/14t=(] DIAM021 ding FSC App, Fievscirl 2020 Aleld. Nick Thompson Lyndon F. Schmidt, P.E. Ryan 1 King, P.R. 02FT512021 02115=21 021=021 WW2021 Approved Resision 2020 GAF Well Seen Robert Nierrimin John W. Knozovich, PE 1211912022 i2M712a22 12r2Wa72 0210712023 Approved 19 a, Therma-7ru Ficar-Claseno and Smooth -Star Nominal SM39:8 i1quo0on-Implact9quol; Opaque I M112022 No Yes No MIA Category: Pand Wells (909) 545-8S5S Pr-SiSS2 (352)367-2528 Category-- Patcl Wall, �WO) 922-2389 PE-43409 �813? 757�6555 Cologjairy: Rooting i&DO) 788-34il PE-59156 J954) 772-6224 Composite Edige Fiberglass Single Do. with Subcategory: 8ding .had.dIer.k,9iun.h.,dg Subcategory; Soffit ritholoson(it.lad,.- Subcategory: Asich.ItShlriglen, rnstielift2f.-In sid.libis(s) (fdavinglOvIswing; XO' OX or 0X0 Compliance Method. Evalkiation Report from a a- Compliance Method: E,.Iu.tl. Report from A Connitilance Method: EvnIumon Report frool a mi Continuous Head And Sill configurations) Florida Registered Architect or a Licensed Honda Flo,rd, Registered Architect or a Licensed Florida Florida RegisteradArchitact or a Licensed Florida 20 t. Therma-Tr. RlAw-Cl.sale And Snio.th.61bin, Normnial 899391,0 &sju6it;Non-ImpAot&quot, Opaque 12r3lM22 No Yes No NJA PriqN.I.nat Engine- Pnitsaar-I Erameer Professional End, - Composite Edge Fiberglass Single Door with I I I I I I I - I I I I I I '�L I I 11 I I I I I SiddWs) OrnswinglOutuang; XO. OX a OXO FL031924ROProokide - I I I L 1 ;!o"P4�05 *.dl I I I 1- ,� I I I I I � I I I I I "� 'L " �_' L 11 I 11 I I I I � I I , I FledldM_Wft0Ullta I I I I -1 11 11 I �' I �' I I 11 � 1, I I L � ,� I , 11 I I I I I � I I I I I I I I "I I � , ''I 1 7 - I I " I : ,- I 11 ,_ I ''I " , I , � I , _ I I 11 I , Continuous Head and Sill configurations) Quality Apatinarma Approvoilforillop Approved for Use Impact Demo, Qualihi A..- A-,os,d for U, I A,,-.d for Use kibibill Consul CivalftyAssurancos Approved for use Approved for Use Impact 06skat 21 u. Therma-Trut FIber.Claswe and Smooth.Star Nomiroal 6&'X39,rS Ultiodblon-Impact" Glazed 1 2J3112022 No yes No WA am# Product Model, Number or Name Product Dascallotto Cynbract Expiration Date Ill HVMZ Outsktt MM Redistand Prossine Sao 0 Product Mottled, Number., N.- product 0-1pil., C.rosid Expiration Dat. in HVHz outside HVHZ Resistant P.... Goil"' Product Model. Number or Nam Prodict Description Contract ExoraIlon Date In HVHZ Outside KVHE Resistant Pressure Composite Edge Fiberglass Single Door with Sidelles(ii) g nsyrArg/Outswing. XO, OX a QXCI 1 C-Plarli LAP Siding lb-mand lep siting lZ31112023 yes Yet MIA N/A 1 a, &qUOUT&elubt: Soffit Vent or Solid Virryl Soffit i213IQ023 No Yet No NIA I GM Asphalt RociShinglos W use In FBC non-HVIAZ Fiberglass reinforced 3-tati, anninalbod. 5-tall, and i 2116=5 No yes MIA NIA L I Continuous Head and Sill configuraticens) 2 HardlirIcank Lisp 81firig lbar-cermint ap .1ding 12t3l/2023 Yet Yet N/A WA 2 b. &wotAllance T4&quct: Soft V.I., Sold Vkiyl send 1 mi =23 No yes No NIA jurisdictions hip/ri,sis iisplirdt,hinglesi ,,,,, = 22 v. Themmi-Tru F iber-Cl�si. and Sinicath-Star Nominal 8&939:0 &qupt, Non-Inx-tilquot Glazed 12r3lM22 No Ym No MIA 3 c. Squot:Grterbritur Vintage BeatiodU39: Soft Vent ai- Sold Vuryl Send i2J3lf2O23 NO Yes No WA C" Composite Edge Fiberglass Single Dcorwdh 4 d. &quot:D5&quor,Scdlft Vent or Sold Vinyl Being 1MIJ2023 No Yes No NYA 0 Sidelke(s) Q ii-AnglOutievving XO, OX or OXG 5 " . a. 6quet:Charter DaUcluot Bond Venter Sold Vinyl Soffl 12131r,023 No Y_ No NJA C= X 'X -:e Continuous Head and Sill configuratorns) 6 I. Squct;Supw Span&quct. Saffirt V.lt-Sdidv.yl Sorlit 12t3lQO23 No yet No N,A 0 23 w. Thernme-Tru Flicer-Claselo and Smooth-Ster Nominal 6MZV,S &quot,rion-Impatililquot Opaque 12/3V2022 No Yes No MIA 1i LLJ Composite Edge Fiberglass Door Pariolswith Varied = .1= = Sidelitents) (InoWng/Outswing: XK >M or XW I Y1 , corifil.'el . W = ccol) 24 x. Therma-Tru fiber -Classic and Smooth -Star Nominal BWa0 Rquot;Non-Impactl1quot, Opaque 1213112022 No Yes No MIA M = cc C-) C-4 ComposideEdge Fdoorg law Door Panels with Vented - _= M >< Sicalite(a) (InevAnglOutswing. )Of, )00(or X)= ; = I-L- 0- cordigur.b.n.) !2 ��2 M = - 25 y.Therm-Tru Fiber -Classic and Smooth -Star NOMJ�16&039:8&cluot;Non�Impa�t&quot Glazed 123112022 No yea No MIA in _" C�4 _= ComposdoEd-ge FIb.rgi.ssO-rP.nelsvAtnl .M us " C= Co Sidelbs(s) (I nawrig/Outswing. XK )= or >Q= Florida Department of Business & Professlonill Regulation p.g.ldl Florida Department of Business & Professional Regulation Pagel oil Florida Department of Business & Professional Regulation Page I of I -cr C�4 - - :3C configurations) Building Codas and Sta riclards 10021pl Building Codas and Standards 102021 Building Codes and Standards 102021 3: .T W 26 z Therma-Tru Floer-Classio and Smooth -Star NomimlS&#39:0&Qucd�Non-Impact"Gl�ed 1213112022 No yes No NJA 1) I== W Composite Edge Fiberglass Door Pere,svAth Vented E - = Sideffle(g) (I nsoingfOutswing: XX, XXX or XXXX FrodUct Approval Applh: ation Detail Product Approval Application Detail Product Approval Application Detail ,3: _= = � W 0 - -4C OcAlfigUl"AbOlIS) = U . - 27 za. Thermi Fiber-amic: and Smooth -Star Nominal 6&#39,8&quot.Non-Irnpaiot&quat; Glazed 1213112022 No Yes No MIA I - - " L V_W�' _""�"*-g CompositeEdge Fiberglass Single Doorwlth3i%il - M , - , , I - oo __ ZZ , , " , _ - cc Ins -= _ -Nle(s) 0 nswing/Outerening. XO. OX a OXO _ RM . CIA Side configurations) Cod- Enthygi Wit Data Date Pinntlino R& Code Indaror 94& Date Date Pendrin Do code Entity W .a-- 291 Date Pyndlna Dole - :,.. = = 28 zlo.Therma-Tnu Fiber -Classic and Smooth -Star Nomina)6&#W�0&qL*�Non-ImpaGl&quat� Glazed 12131t2M No Yes No WA its- verelon Manuised. Control EmAno,rA License Vallclated at Validated submitted F3C Approval A-0 21141IMS. ITY1111 V,ralprl Menufaeturef ce"kael EndinearilLUcanie VaNdi By Validated Submitted M Atsion-I A,,,11 Statest Type Varskoin Manufacturer contact Isnalm..&I-kerse Validated Bir Validated Submitted Fr3c Approval Appro-ell Statue .!= - , cc Rev- 2020 TAMKO Building Products LLC Kom Edon Robert Niortnort John W. Knezovioln, FS ,=- = = :P1 Composite Edge Flicarg less Double Door Wth 10113412020 09nB120Z 1011Z'2020 1211a12020 Approved Revision 2020 L;V Thompson, lnc� doe Thompson Arditechnal ToDy Christman Zachary R. Prieg Steven M. Uddi, PE 09M712020 OS/1617020 osjzwon IX154020 Approved R.,4.1.n 2020 Florida Metal Product. Inc, Clark Joq.s J arret L Bucker. P.E_@ Sawn M. Urch. PE 09y27f2020 0912512020 IOAD4/2020 12flW2020 APP'_d . 30M.0 Sidelibee (Inswing/Oub,mrigL O)C(O Category: Roofing (417) 024-8644 PE-501BB (954)772-6z24 Metals CompanyiTAPACOI �Snln) 248-3456 FE-74021 f7iT)31T-64n4 Category: Rociffing I904) 783-8400 CBUCK �.ginaerhg (711) 317-8454 to = _= configuration) Subcategory- Undentrymounit kam_od-Carrilloo- Category. Roolling 1-yog.reelow.infiria.- UbCaleg.ry, R-fing As-riat that a,, an .ArkWarroo,com Pl��31242 = E 29 = Therrai-Tru Fbar-Clansism and 8mox*h-StaT Nominal OU-59;Q liquaLl,lon-Impactkuot; Glazed 1213112022 No Y.6 No MIA C Cc C' � StAbCategortin Rooting Accessories that are an Integral Part ofthm Reeling System a: W Composite Edge Fiberglass Single Door With U#30r,0 ornrillatim. Method. E"Matiso. Report tom a Integral Poll ofthe Roofing system Complarnins Method; Evaluation Rupert from . Sidoile(A) (InsWnglOutswing; XO, OX or OX0 Florida Registered Av.1ritact.l. Licensed Fiord. compliance Method: rvikadion Report from a Flond. R"IstarsdArchitect or a Licensed Plonda t; 30 zd. Thermici Fiber -Classic and Smotiffi-Star =,.Uwr�1.0n.A:G&quotNo�Impaa&quot, Gle,ed 12131f2022 NO Yes No MIA NeA-mal Engineer L I I - - . I "I - I I I I I I I I I � I Florida Regist.radAr,trJect or. Licensed Florida Pnd-l-I Engln.r - Composite Edge Fiberglass Double Door with 01-4123,24-RoRrodul;ts I I I I I I I I � "I L L � I " I I � - �11' � � "I , �' : 1, Professional Engineer - � I . , I I I I � L I I - I 3&#S9 0 Sidelitess (I nswinglOut"Ang; OXXO Anstrosself-Ilim Also-whid for U. lmmil Deal- Fit;Zmaele3erodusm I I I I I wnftdi�rstnon) CoQualU Agiumemat I I I ; I I I - I I I I 1, I I - - , I I I I e Gaiallty Assairanipt Approved for Use Approved for USA Impact RaIM 31 ze, Thernmi-Tro Fo-Clsisso and Smocth-Star Nominal 7&439;0 itiquotNort-Impast9cluct, She Ker 12MV2022 No Yes No NfA 1011 Product Model N.,b, � N ... Iyoduet Descril dract Mmireffim bad, kl� Outside HLVIH Reskuniii Pirv'suna Guilty Assurance Awro"ifforUse ApPinved for Use Impact 90110 912-0 Product Modd- Number ar New F'ortia coserett., CQrK,d Expiration Dat. it, HVHZ 00ardo KVHZ Resistant P-, SariesCompo8flta Edge Glazed Fiberglass Single I TAMKO Root Undertayments (HVHZ) Root undarlaymanN for use in FBC HVHZ O&IM023 yes NO WA WA 5 so # Product Model. Itumb. Ar He- ?,s0W Dimcnictmin r I I, Hvniz DUW,HVHZ R.silhod "'sumt 3 a- FLAMCO &qtw:RV 1 0 Ridge VentlIquot: Aluminum Ridge Vents for pitched rools fabricated 12i3lQG24 No Yes No NJA Door with or without 1U39;2SdvIde(s) jursdenot 1 TAMCO Flat Top Off-Pidilo Vent with smile for Tic 20 g a. static roofyordflator with togifla QWQO/202$ Y. yes NIA WA ft.. 0.425'01�nrimim (Inumnii[Outswing: X, OX. XO or OXQ configuration.) 2 TAMIKO Rod tlnderla�yrmsrts 4 N(3N-HVHZ) Roof undtlayMers for .a. in F BC n-.HVHZ Di5ra/2023 No Yes WA WA 2 TAMC Go..om:ckV.m 26 ga. QW01Y2026 No yon; MIA -01-52.5 I C jurladl.tions. 3 TAMCO Off Ridge FicidVient ,lith Daftle 26 ge- state rooi'vorillistorwith Integrated baffle OM12026 yes yes' MIA NJA 4 TAMCO Round Top Off-Ridg.Verd with Baft for Tilt 26 oa.,staflo root'veriblator with baffle OOIOM026 Yes Yes WA WA I Florida Department of Business a Professional Regulation page I Art Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation page 1 of I Florida Department of Business and Professional Regulation Building Codes and Standards W120211 Building Codes arid Standards IffrA21 Building Codes and Standards UR023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail '�'I,'d,," �_ U) A, , , '; - u -A 2w El�"i Z �' code willy o two Veto Date Piddina Dwe ENRON, Code EntIty .' Lills -Q" Dot, Ponudirt, 21111 2�09W- code Entry or Dot. Date Date Pending 29LO L. 1".. ker'lan Manufacturer Cantiu:4 tnalruxu&LIcanse V.1histad Re Validated Butionift.of FBc Apprdyal Aptingved - Type Moral- Maimirfact.- ClAntAct 2121IM111AIL 10-111M Validated Sy Validated Submitted FBC Ac,-,] A ...... d Status TYPO Version Manarlaolura Contact Faignosix:41.1comea Validated By Votillated Submitted FWAryonovol Appro Status FL#5259-1131 Revision 9020 Lemanco Katrina Jall.yr James L 13..klor, P r Stawan M. Un'. PE lif)=02(1 1 It2umo 1 1 (,V,7020 cling FIBC App,, R.,Aslw 2020 B-1 Reel Aviderson Root. IAPW Unifienri EvAhniti- Gary W. Walker I M312D20 111=020 1110512020 Apil,"d Revision 2020 Global Protection Predicts, LI_C_ Tim Robinson Walter A. fildit Jr. RE John W. Kit tuevidn. Pr 139081420 0W81202D IDID1121020 12A!u2020 Approved Qft fMW_9_r Date Date Date Date Status calegi-T. R-Ing (51)1) 983-6153 PE-31242 = (7nf aIT-8454 Category, Roofing (8DI) 380�6091 S-Ime 1.1.0. (205) 854-DIGO Coleanni Shuttans ie541 689-7545 PIR-441G7 (554) 772-B224 a) Type MEMO Manufacturer Contact Engineer & Validated y Validated Submitted Pending Apgroved Approved SudaCad.oaly! R..fn9A.o..exI.th.t.1n kalleyajornanco.corn Subcategory,: Roofing T'lles RelbrAnd.recruCtcel sulyr.2140ory:Storin Panels fl-obirsomigg,ppent- . _ Integral Part ofthe Roofing Systm Cq.plJ-Mdh.d: 91.oflori R.portfirom. ill Compliance Method: Evaluation Repon tom a in Revision 2020 POLYGLASS USA Maury,Alpert, License John W 1 =W2020 1012212020 FIBC 12115= Compliance Method: E�.Iiudlon Reipsat home Product Evaluation Entity Florida riostareslArchilectoraUcenaesi Category: Roofing S954233133OSmalpert@polygla5s.com Robert Nianninen Knezevich, PE �Q_Wwal FlorldaRegfsteredArchit"toroL!censec[Ffortda I - P,af'R SubCategory: PE-59168 (954) 772-6224 11/0112021) Proloonflemil Enigneor I FL*sr%4XIZiZjFrtxJugt% I L - I I I I I I I I I I I � I I I I I r I I Ion ' a] Engineer - �' I 11 I I I I I I L L I , , I I I - L I ' I I I �' I I I �� / I 11 I - Undedayments ;I131117202-Rill IapgduQI% ` L L 11 - L I I I I 11 _� I I I 11 , I � I I 11 I I I I 11 I'll I I 11 I I I Quality Agsurari AinnoVeal for Use Aparovet! for Use ]l potion plulisal"Al I e I I .�' I I � I - I " I I ; I I I I I I I I I , � I I 6-0 Woo.ol hissed. Numbers, Me- product Cos.rictlerl Corinteal Excinati- Oat, Ir, HVHZ outsicto HvHZ 11hodititiont Pressure OrksithAtivrene, A,ontnmd for V, Ansproyeol W Us, Il ow - Compliance Method: QuaffivAssurarict Appromodfort.j. Appnoved fly Usa Immot onishint ls S2xwy- Snake, Slate. country Slate, -Split Old English Rat Proille - DerVar, CO 1213IM70 No Yes 19 [A N/A LL , Evaluation Report from so-* larodict Mixtel. Number or liggas produall! Voiceftliern r.ri EXIAnAltin Ma In HVHZ 0.6,1da HVIHI Resistant 91-unis Thatch Unip: impact au -,h,,r beanie Pwd- Detonation .cMf= ffaidrarcift Date Ill HVHZ Cl H itassbart P,,s,u, a Florida Registered I De.k-Airl DA-4.,TRI-B.iIiD.ck-A,DA-4 Low Preft- Poypropyloo. Plastic, R.ofVent 12/10RO25 No Yes 140 +97.51-97.5 17 Saxotly 600 - r Slate. Shake turp: Solt Shake Flat P,651a - Stockton. CA 12/3irZO20 No Yet MIA NJA 1 2"GG.t. ='( steel Storm pimd'A NHZ ComIgataKi Galyanized Steel Storm Panels refined IZ'3112023 Yes Yes Yet NIA E -4--i Arelrutenct or a Licensed Mechanically Attached to Plywood Deck. 1: S.-Ye -Skie. Shiijk.Aarnp: SOH Shake Flat Profile - Riisite, CA 1213IM20 No yee NIA NIA or not try Atoka to provide buircene protection. 00 2 24 Gage Galvanted Steel Slam Pami1sJNHVHZ Corrugated Galvanized Steel Storm Panels retained 12f3l/2023 No Yes Yes NIA I S..y 70a - Shake Slats horrip; Sod Shake Plot Prefil. - Stockton, CA imimn No Yet NIA WA a) Florida Professional . 20 a. ... y TOO - Shake set. Aimp: Solt Shake Fiat Prelfile - Risk., CA 12f3ir'020 No Yes NIA N/A or not by trades to Provide hurricane Protection Engineer W Taq- F,o 1 Sancti- High Prolla - Katy, TK 12MQ020 No Y.% NIA NJA = a) 28 Vill, Low Proffl. - Katy. TX 12131=20 No yet NfA N)A FL#5259-R31 Products _9__ AHWJy_AMji Apintrioved for use &qpigXL41QLY" IMMA Deal L-R.# Progluat Model, Number arlillam Product Descrilillo Contraot E2R[ratron In IfMZ outside HVH Itesist" Prem U) Date 1 Polyglay. Roof Uncledayments. Roarfingunderlayments 1OF21=22 No yes MIA 4NIAI-0224 1 Poly2laiss, Roof Undertayrnents (HVHZ) Pefyglates roof urxjerlaymer�ts for use In FBC1212312023 Yes No MIA MIA � M FIVIHZiurisdictiones. 2 Polyglass Root Underlayments (ncn-HVHZ� Polyglass roof underlayments, for use in 1212312023 No Yes MIA -MIAI�62245 > FBC non-HVHZ Jurisdictions. Florida Department of Business& Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation P.D. I .11 Florida Department of Business & Professional Regulation Pool Oil I Polyglass Root Undeftyments (HVHZ) Polyglass roof Underayments for use in FBOI Z2312023 Yes No MIA N/A CIO 0 HVHZ jurl.clictions. Building Codes and Standards 1)2k022 Building Codes and Standards 1,712621 Building Cod" and Standards 117fIX21 L_ 2 Polyglass Roof Urderlayments (non-HVHZ� Polyglass roof uncerlayments, for use in IW23=3 No Yes MIA -NIAI-622.5 > C1 FBO non-HVHZ juriscildbal Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CL. 1 Polyglass Roof Underlayments (HVHZ) Poilyglinis rool'underlayments for use in FBO12(2312C23 yes No MIA N/A - ,I 5��' - FIVHZ jurisidkfionns. F; S� gt.� '.. - 11,c, ,- 'r - 2 Pglyglass Roof Undertayments (non-HVHZ) Polyglass roof underlayments, for use in 12(2312023 No Yes MIA 4N/Af-622.6 9-042 Entirbi o Date 20 Dal, Peridino Date - Code Erft or Date Data 0.1.1pondind DIM - -1 ------ Cgtl!l Enlity A PAR4 glut Date Pending 20 I . , 0 < FBG norn-HVI-tZ jurisdictions. Inype Vecalon Manufacturer contact Enornew & License Validated Validated Subm Wed FOCApproval Approved status IYP-- Version Manufadunnor Contact En,1,,,r & U. valklataid 5v xdgm S,ternitted FaCAnininal Arunnivad Ewa TV-- vershnn M,n,f,,t,- contest Enables, & License Validated ft Validated Submitted FBC Aten-al A,,-,d &tA- - 6�_# 1 Polyglass Root Linderleyments (HVHZ) Polyglass roof underlayments for use In FBC1X23=23 Yes No NJA NIA on " IHVHZ jurisdictions. Revision =0 All Amorican Sh ulders and Gl�s Mike Barbieri Frank L. Bernard... RE Troy Bishop, P. E. 101'�812020 1011512020 11105/2020 12`1&2CI20 Approved Revision 2= Alpine Si LawmA ICC Es.hi.tol serves, LILC Wit- M. Ransil. PG 10IM12020 1 W2X02D I 1JOSQ020 111(392020 Approved Revision 2020 Commercial Concrete ProduotsInt Rol;cIlGidle Samuel A. Greenberg John Hoy 12116m2a lVlSW20 12(2912020 V FBC Appr, 0 Categior1f. Shutters (561) 712-9882 PE-0046549 (954) 947-08BO Cat@gW. Structural Cornporants (321) 710-3377 (40?) 681-1917 Carogory: Sunictural Components (613)650-��707 PE-34245 I352i 589-5SI 1 2 Iscilydass Roof Underlayments (non-HVHZ) Polyglass roof underlaym ents, for use In lV21= No yes NIA -NIAI-8224 Subcategory: Stomn Panels mikebQal lamericanshurte $.bC.t.RorYi True. Plot. sla.1�0.1tor.11-on Ituti"agory: Products Introduced as a Result of pri,casitirationCry.l.- =3 FBC non-HVHZ jurisdictions. Co ripliance Method � Eval ustion Repo,rt from a Ts.com compliance Maillod Evaluation Report irosn is N-T-hri.l.ger Florida Registered Architect or a Licensed Florida Product E-1.0. Entity Compliance Method: Evaluation Report from a _0 I I- I Profesaornal Engineer � I I I I I I I I- 60929Jii Pro" , �' , 11 I I I I - I 11 1, 11 I I I I I I Ford. Regst-dA,chited - Licented Pierce 0 1 1 1 - I - - I - - I I I I I Professional Engineer I � I I QualwAssuratto - Appirovail fo LL r Use A I one roved for Use Impact - Desian QuaillYA-ranc, A Ppi,nesd for use Appr ... d for U !n� algo FLAU74,114hoduct I I I I I I I " I I I I I I 1. I I I I L_ 9-0 # Prody vt Model, Number or Nam Reel Description Contract Expiration Dote In WHZ outside Hl assistant Pres.ure Sod 0 Prod uct Moclel, Nurn bar or Nam a laraduct description Contract lExpiratliant Cata in HVIFIZ Outside HVHZ Resistant Pressure I ITW 13COfAV. Halh- Skeingth M 8-amp: 8) Metal Cominector Plate 12alf2024 Yes Yes MIA MIA al A,-..,. Approved for Us, A,nr,,d for its, Lrq= Design n 1 24ga Galuenized Steel Storm Panels 24ga Galvanized Steel Storm Panels l2J3If2D22 Yes Yes Yes tWA 2 ITW BCG"Ine Hinge Plate Matol Connector Plate iZf3l/2024 yes Yes NA NIA 9NA product Model Number or Marne Product Dwriptlon Ilt in HVHZ Outside H Resistatit preaunim ' ZSCOfAlpint7rulce metal connector Plate 1MIJ2024 Yes Yes MIA NIA I Ouafty Precast cr� Commercial Cbricrete Products Pieces( and Prestressed Concrete Lifttols ON252024 No, Yet HIA NIA (D 4 TW SCOAAlpl- We- Met.[ Connector Plate lVa-1/2024 Yes Yes NIA NJA < 'i _+MM-0 ICU 0 M =:3 < Florida Department of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Regulation Pepsi all Florida Department ol'Susiness & Professional Regulation P.O 1 ef2 Q... Building Codes arid Standards 30,023 Building Codes and Standards 6114=1 Building Codes and Standards prortzi -0 i.- Product Appiroval Application Detal I Product Approval Application Detail Product Approval Application Detail L_ 11 I - -_ . � 11 '-- I 1. ICU I . . - r I . - I I 0 LU C 92!k R.Itty 2111. 2112 Oat, 'n"Wil. 2d2 Code Mildly or DNA Date Date Pending 292 2291 6"Nii 1212 a lat Dab pandinar Due L. 2 C ivPe Varsionr Manufacturer contact Engine. & Lt..-. Validated By Wildiattid submitted FIRC Apper-al Apl�,d status 11M jile]tto Mantif,chmst- Contact gridneer & Micana, Validated BY V,Ild,t,d Ingbotithril FBG A,gogod A-ved a" T VOW, Manufacture Contact Engineer & Uonema, "i'laild Bv Validated Submitted F9C Approval Ac-of ilain R.14tic, 2020 MrT.k In.. Erin Walden ICC Esft ation S-ice, LILC icc rvaluali� service, 01JOW2023 12f2OM22 01ID312023 Approved Revision 2020 Way.m-neir A.to Baldwin ICC Evaluation Sewice, LLC ten Lehrar, PS. OW2,1202i 1011=20 02A3312021 Approved Affl-tion 2(170 Alpha Aluninum. Inc. Jose Silva Luis R. Wmas Steven M, urm. PL 11/1&2020 1111GM20 llt2d/200 Approved C2I.g.ry:STUdtV1.I 0-ponantli k952)898.8635 LLC, Cattai Smict.ral C-Fonards, (253) 924-0475 (608)839-3288 Category: Panel Wells (4071509-2008 PE-132514 (717011 454 < a) Subcategory; Trust Plates .-Ideverni.com �Nb) 599-98M SubCadaguil, Engineered Lumber R.oertS.kI,-1ft,(%i1.ya1ms RedoCat.g.ry: Scriffits aIoho2t=ffnumIncQyaho 71' Complianos Method: Evaluation Report from a Compliancelinothad: Evakxalm Report from a .,soen __J Prosact Evoluallor, Entity Prod..[ Evalu.11. Entity Compliance Method: Evaluation Report torn a 0�00ftl - Florida Registered Architect or . L censocl R.rd. I I I I Products , I � � .1 I , �LRWAU llwwd%,- , � I I I � I I I 1, , �' , , , " I 11- I" � I I � � L � , � " � '_ e_� I "I I el Pr.f ... Ion.] Engineer � I I I I I I I I I I I I 11 11 I I I 11 �' I � I I f , , �' I "I I I I I I 11 '' -, I I 7 " 11 I 11 I 11 I - , : I I 11 I I I � Qualit, Assurance Ascenaved for Lisa Aw,oved f. Uu Imeed 04.1- Approved 1, U, Approved tor Use 111129a Dead- rLium"'i it-ii,das I I I � I I I I I I I I I < I I I � ft%A Product Model. Number or Nam ProcluctAmcniptlorn Contract Expirgifion-D& in HVHZ oudeldlt HVH Resistant larossure se" Roduct Model. Member or game product Descriodo I, HYJZ Outside 14VH Reehitau'd prim"'. � I I 1 I - I - - - I Quality Assurance Approved for Use Anproved f I or Use Impact I Deslan _J 1 M10AHS 1� ga. high strength truss connector plate i2y'3112024 yes Y69 NIA WA 1 Mi-fliu, LVL LaminaterlVenow Lumber 0313112023 No Y. NIA N/A Sao # Product Mel All a, N lan,cluct Description Contract E,IrA)- Date In KVHZ outside HVHZ Resistant lana-M I Q_ I I 4 I Z I I 1 2 M18SHS 16 ga. super h 0 strength truss connector plate i2l3l(2024 Yes Yes MIA N,A 2 Pande. PSL Parefl.19trandUmber 0313V202S No Yes NIA N/A 3 Nils is a.. tr-erned. plate IW3112024 Yes Y�. NfA NJA � TrillberStrand LSL Laminated Stand Lumber 03131,2023 Me Yes MIA N/A 1 Alpha Aluminum Sold 8amp:VtfkedAIQmInUm,Kiffd( Alpha Aluminum Said &amp: Vented Aluminum 0=12023 No Yes No NIA 4 MTINHS 18 ge high strength trinaseanivector plate 12131=4 yes Yes NiA WA 4 TJ Rim Board Structural Composite Lumber w oriented Strend 03131)2023 No Yes MIA NIA chilua.riti;Wcad WAY CML1 Samp; Wood I I poord Rim Board 5 MT20HS 20 g.. high strength tri.s. ecrinsdar plate 12,31Q024 Yes Yet NIA NJA 5 Weyerhaeuser Rim Board Culared! Shand Board Rim Bond 03)3112023 No yes NfA NIA SHEET NO. 8 TOO, Mile i8 g.. tri. comisd.r Perot I 21312024 Y. Yes NIA NJA 7 TL20, M720 2a 9.. h- ct.' plot. 1213112024 Year Yes NIA WA March 6, 2023 1 1. - - - . I � IN PA 1.1 I . Florida Department of Business & Professional Regulation paosi.(2 Building Codes and Standards 111MAW2 Product Approval Application Detail 1 amifty or 2011 � Qob Rninn PM rinam V41k Nano6YduNr anfaa! GnNnFarLLignea ValklaolBy WlidaMd fabolili_ad FBCAD*r S1 !400m-W ACrmatlon 20M Polio oDmoratlon Joe Haydon Sowi Wlddow oil Door Jones L Buckner, P.E a 07114f2020 OR141im OW012020 Approved CNea4rY-Velndows Robkxon Manu MorAwrJPtlpn CRUCIC Erstrearing 8wcootarr- Shrills Huns (891) 621-6085 (P,61)M1-9a27 L4mp0anoe Milked: CartMddlon Mrkr Ustpg. pUlepududepproval�pe '. FLJ711W6Rt4 Prrrludr' . Ile.atm .. ,. .. . :.. rarNMApuaon 40"edforUse AporuvedflrrUap 1C1gkm Deft Rai PrjacI d:ModeL Mumtiar ar Name AnduelMaedmam CelttradExeiransnnsb In HvH Quilbub HW Redletant prosep 1 eenes 1060.High Performer=9gle.Hung 'AMA single Hung Window x7r) 0611712027 No Yee No +90ss0 2 Bareal=l) High Pprlprilrran SingleHung VVHBIh Parbrmanm single Hung Twin 06121f2027 NO Yes No +F0-50 ( B 8arkoi j20HMI*Hung Hug pleCorgmlb(10r x77) OW5R=7 NO yes No +4W-40 4 sed. 1012Q argb Hung Vkryi single Mon Tnpls Ompoeam(Ior x69,r) 06=2027 NO Yes No +26�36 5 avleel0'2DBlrglo Hung VIrrABurgle Hung Tidn C+bmp53e(D6.Tx-%.S) W4312027 No Yee No +rk% e Bad0a7=$1MIe Hug VIVOIrgle Hung lwln:CompoiliftV'x W511. 0N1V2027 No Yes No +351.35 7 8slea i=0811g16 Hurd %AV Single Hung Tnpld CJtmpodw(10V x546) OB 0020227 No Yes No +36436 S Berle$ 10120$ug1e Flung Neyl Wkgie Hung Wlwow(4r x77) wf1rmr NO Yee Na +3y.30 7 $en"IWO single Hung Nrgd311ple Hung Window(4r x 59-1M) 01312027 No Yes No +91%16 10 Bed"'(1120&Ogle Hung Virryl Single Hung Window lab zall-I27 05OW077 No Yes ND +W t3% 11 Sed"10120:SIMe,Hurl WrriSigla, Hung Window (46'x4I4') 061d7aw No Yee: No +a!>«36. 12 861061=0 SIMI* Hung %W Sbgle Hung Wlrklow(gg' x 72.) 06081202T No Yes No +961.85 19 G0,w:1Q?2QZMI.Hun® VIV are In Hung Twin Canneca8(7rx 5=1 000MM7 NO Yee ,No +36h95 14 $rks1W2031rgb Hung MV Single Hung l4M C,'ompylioW-5'x53:.5") nwia027 NO va No +3U.36 18 sercalmalMleHung VkrrIsigle Hung lwln 00mptw10 R&S x72'). 06/17r2027 No Yea M +36,20 16 9.4-1wMau8b Huig VIR54 Shlgr Hung 7Wn Comp-%(72'. 72') 05110027 NO Yee No +40140 17 SFIes10Roulgle Hurg Moon Flied Ylgh SMgbHung Flmers(lor x 7T) 1DW2M1 No Yee No +3111630 ':PCdY1W6iHSikuduab: '- JiIMIIMldW7� Aeeraysd fr us. IWaWS gown .8111E Peadud Mud,L111naber at Nina.. $WWA0eerlotl Caurprt 6dralisa Oaia In HWH! Coojie Ra/iosf gsgg0( 1 1MBerko orThermPpler or En$cmpeea orAaarig:Hlgh VIVI High POrkrmenoe $hale Hung(42'x 77) 061177202T No Yw No +6W.aa Pwronaance single Hung 2 IS Berko w1harmalaror Encampass rAmtl High Vkryr NO Petlomrnm single Hung Twin 06f2I=? No Yee No +501P50 Pedrrmoeaagie Hug CAapONb (77 x 68.1127 8 1MSeries erTh$rmaWror Enoompaw orAvaml BMpo Vky4 Bugle Hung TnpkComposlai g'x72') 0W14=7 NO Yes No +40140 Hug 4 JM Bar["WThrmsdar or Erklmpass WAVOU Single VIV Single Hung Triple Compoaaa(10r x S&r) 0030027 No Yee No +Wam Hung Florida Deparhnent of Business & PMfMWDrW Regulation Pram of 1 Building Codes and Standards end 2a22 Product Approval Apprreatdon DeW ii@9i SnSb er 2" oft Deb Pindry Dim iram Vookn Msnsfaeturar CCmul Gedea.,&ikons. V411100twar W10010111 apbrrft F90Aprav$1 Anerowd. am" Afkm$tlon 20M Pogo CoMoraWn Jos Hann 88w1 Wlwywew Door James L Buckler, PE. a 07114120M 07/1412020 on2wo2c Apprww Oaigery Window$ Robugon Maru6oQaerAsuclaton CHUCK Enginepkg Su60dearx HahomNaildet (641) 82/40lB. 1661) 4fl-SW 00- 0rans kb4bed:Cerdflow" Marko I-Ii ... pNleproduek+pproral�e _ - '� to -coin FLgf 4 i atRJllmduefa ,. :- f MmwadWUs. Ag-od fee Usa If1aM0 i1'niW E PrrluetModel,NumbratNam - WadmuDenededm GedrklE,rairrlentole 10-i!]1142 - ouiewoHVHZ pesisbnt 8ggav@ 1 eogs Im bilding Window VlrQ10" WIralow (oX or M, 7W-1W x60') - ON2702023 No - Yes No +3ph30 2 Barbee 1020,31WIng Vl4ulvw %ArrA 8111dirg Wlydow(OX or XC, 73.112-aW). 02MO23 NO Yes No +34I-3B a Series IMU SAfing Wlydow VIV BlidrgWlntlow ((OR, 108'x 60") MJ27002W NO Yes He +M30 4 8rNs I= 3fkbo Vnrxbw VIV ardna YArWOw(Xox. 109'x36') M12712OU No Yee No +35195 Florida Deparment of Business & Professional Regulation Building Codes Hind Standards Product Approval Application Dated pagei ari 4'101= code ,. En6hr ar .. Della damde Dole Paeine gam, Jm W1akA N4ne6atunaf Ca eat Gapinep:, lipenea VaIMtdW Br VHIdeMA Se6mift FGCAllor" Apemwd.. ANmuttlon 2Q20 Palo Corporation Joe Hayden Bowl Wlndowdnd Oopr T.E. LuM PE;.LLG 07114120M OT11412020 -07122=0 Approed GNy4rr.. Wmdowe Robinson 1JerV%QWr6rAmoolatkn (561)82"446 SuhDNpary_ Single Hung (641) 82145DW 4ampiwMa Method: Ertl 0m Mark or Usimg pellaprcdueNpprMape ;7r Proaede .. Ilp.mm ..:.... $MLE Product nodal. Nmrtir dtNaab pitodual).6miall aa1 6xakr*(ian Dab "moved linkM.a AeemadFor In MV14 oubMo HNR imad geaiaaa! Dodo plostu Y 1 Palle 10&who 6ingla Hung Window 9S' x W Mnyl Nmtlmpw eingb Hung Window 0M2F72722 NO Yee N, +41Y=40 2 Polo 10 8aries Single Hung: Window SS' a OW Mnyl Wien knocl Single Hung winder 07IM022 No Yee No +45t 45 a POW 10 Sarles Single Hung Y4ndcw 34'.Or Vogl Non-Inpaµsingle Hwra VOW OV0112022 NO Yee No +60i'm 4 Polo lO Bones Single Hung Wlwcw 48'x 78r Magi Nonlmpaol Single Flung Window UTM2022 No Yee No +50w 5 Pe410aerba angle Hung Window ar.x or Mm11 NOrFenped single Hung Window BR212022 No Yea ale +55156 6 POO 10$arts 8ingle Hung Wlndduao 3rx 77 Mnyl Nerr•mnprd single Hung Window 0710912022 NO Yea No. +BOW 7 Page IQ Berke Single Hung Window 52-11rxIIV VIrpl Non-In"01 single Hung WOldow 1Df1712023 No Yea No +gQ1-GQ rP�lffib3•R6RniShAts': ,.. :" AnpravadIII Uaa.; lf9a0Rg1wUfa 1MIWrS DR" gJ( Pmdeel Modal.amber or Norr Praduetbestrimi4ra' OarkPraetExdmMSwDab in NVHL Cuikb HVIN Neielsat Proaso 1 Peta108WIMsingle Hung WndoW 3e'x87NnylNoMmoolsingle Hung Window g612F14028 No Yee No +40I40 2 Peb 10$eHea$1ngle Hung oandow 64'x97 MnylNrNmpeot single Hung Window OTfaw2D23 No Ya No +4M45 s Paso 10301M S MIM Hung W R40m, W Xor Vkn11 N m ga 44B ngk Hung Wk%*M 061 SgW NO Yee NO +601-5Q 4 PacalQFeroa9lnde. Hunb Window 3e'x 67 Mn)d Nom4mont Shills Huy Wwow asa2r"3 NO Yes No +55,55 5 Paso IQ sefft aingle.Humg WIMIOw 62-11 .6V Nrn/I NorAmp" Hirelo H{ms Window 1011712023 No Yee No +8d-60 Flonds DepBMieRt of BuBir a9S & Professional Regulation aega i of 1 Building Codes and Standards OMW= Product Approval Application Detail 991111 lb Data �. Dabpendln Data ijorw .wn' Msnu6arunt 6nai dnari tierces Valbelsd ar 1' F@O:Aperewl �l�it6i $FAr2'd own AfirrMNwn 202D P.%Corporatlon Joe HqdaA Head WemaoW.6dbebr, P.E: T.E. Lunn, PE, LLC 07114)7Q20 OT1402020 0700=0 Apo -Ad Calsearye Milndoft RObmeon PE-44135 (661)026.64as SueCatAayt Hadwr zialkler WI) s21-f086 Cemprnama"Mel. EYoNaBon.Report from a pegepetkldappmvai®pe ForceRegob%GdAMhIWor0 Lloosed Florida Ilo-com PlpitrraFdnal Engkrer of . Prei ggelllrAq(pnreae Approved far Use 'Apgroard W Use Imgso( , 0400 am Pradlrkl Nepal. Nrnabw sr Name PradpNOpaaHNlan CaKuak E.PbrNkn Gab In RVHt Oubkb WHZ W f gyp 1 Series 10 Sfdng Window Series 101Any1 F4rngael SlIft W romm DIRM031 No Yes. -Ns NIA Florida Departinent of Business & Professional Regulation Paf►i ati Building Codes and SWIdards any Product Approval Application Detall Lift 1199 wrakn ManuQpurer fi 'A.tipao" 1k11plrow Br wham 4irilawtow Fa naMvx, l A00to"d 0mig Ailrmatkn YOW Pace rorp>rmom Joe HWC. Barra Wlndowaw Ooor James L Buckner, P-E4 0?714120M D7714f20m DY12MMO Approed ""or.WHO" RObinsal NIMA lWorAgaooloWn CHUCK EngirlpaMO -90ft oWr. Flrad m41}f214w (561)4B14if27 Comma Mrtbad: Corti Mark or Uatmg peWproduclepprora�pe Ile.Opm lily AIS'IM991lQJsetJAi A rw �emwd Pon L__ Joww Detail Praded: Nndel. NLftW6rNeme PradedtDaggdetI :CarrrrtErebntrea bob MIN Womb Reniabn( Po s. 1 Bede 10120. -.Wfxodadwov((Bp:x76') ldrfls7M2 No As No +2a-25 2 Sam"10120 VIM101rdrrndaw (108'x N'} a71157m N0 Yea NO +28u26 a Sriselalm VW Fsmd Wggvw(Ml'x e0') OTft512(r22 No ' Yes No +6010-60 Filetl4Ri1[Pra�eia . ,.MAW :' Agnrovad Fear Mna Ameav6d W Uw Jmosrx '. i)lIISC Product Modsl.NuflbrarNmrs PNedianNeaJmkrr CeekndEaeirNipn Cab In HVHL Cutpkb HttNZ 11104modi 1 Sa4elel2D.. Vbyl ire dwlMpw(b0' In Ts') 07N5r,?•024 NO Yoe No i264-26 2 $eriee1020 111Nd Oredwlr4ow(1orx64'). UFIIW2024 No Yw No +2D.26 $ Holes i(y20 VdTA Mad Wlwow(WI X 001) Q1nVJQ24 No Yes (b -SOLM Florida Deparbrient of Business & Professional Regulation Papa i e12 Building Codes and Staridorda ens Product Approval Application Detail CoWq ft. -Dow Dab W01111 ggia. T Manuleefurat Coke sot. 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DetaPawfee Da nim 1Luke NswBmlunr Ccelat @nalawa,Liwneo Vslkldad ar I d solmitle P@CApaovd A afabm Afirmadmr 2020 Poll . - n OprPoreOo Joe Hayden Bowl War"6ctra¢fer T.E-Lum+, PE, L1.G QM4120M 07H4f1020 07r1�2 APP^t°ed ca"o'Awmdowe RObse" PE-04135 (661)625$155 dub0alk : Fixed P41)BZ -am Oaaplrsna Ne4lMd: EvaluagOn Report Roma pefepvducbpplovoope FlpdtbRwlabredArchtodara.Lbermod Force iw. Proloemlpml Englnew Pmdieeia;' ... ,: .. .GralltrAaurion Agamodfor.Mao AARM" for LISP Imoaak Deal �q¢ Pr4dreet N4dN, Number arNerM PrpdualCfndNiM 000ogR.Pirgi a Dab in" oublds Frv1Iz R ows.t Pnnouo 1 108erlea Flange Flxcd 10 Sores V2' Flace& Fixed Window 0612812031 Yes Yee NO NIA N N Cn t15 }' .dam U N W 0 /'e'� CV N -0 O U 0 i ca. L N 'S CU 0 0 L.L 0 - CU > - U) '-0 a)L 0 +� Co 0 L 4 (`� . _ -6-4si V i 'Q C= Cn cQ i 14 z W 0 IM W� Z z March 6, 2023 SHEET NO. PA 1.2 N to U 0 Lb Simpson S _ mp trong Tle 2020 FBC Approved Products FF Updated ,z a p tea raono2 _ � ®Simpson Strong -Tie 2020 FBC Approved Products Updated P _ r^� ®Simpson Strung Tle 2020 FBC Approved Products Updated , rs o g p � � � 2 . '� Simpson Strong -Tie 2020 FBC Approved Products p Updated Q� Q C O For dredt links to all SST approvals listed below, CLICK HERE. .. For direct Ilnks toall SST approvals listed belays, CLICK HERE Far died links to all SST approvals listed below, CLICK HEEp Fie direct finks tP all SST approvals llslOd taelovJ, CLICK HERE �\ V/ �O' r1 ♦ V LLd Fare dtbnal tnfamation re ar tr FI' s e P t d IXI a alOWld r dUC A royal' tom inn Miami d C C c t c &t1CK H R sit a Da a pun NoU a oP A Ca an a NO E 9.g P. � aJ: P tY P ( � - Far atldtwna Informlion r and Florid s d[ewltle Pro ctA ro 1' t m Maml Oade`Cwnl I a m a St du va a and e9 g Pp �y Naitl a of Acca taint fi0 CLICK HERE. C a A}, p ( . _.d «Faaddi[ional trttomraLon r aYdtn Florid s t0wide Prctluct.A r -. 15. tam: end Miami D d C eg. 9 Ste OVa a 0 pain .pp ystY e e e anc ; NO :CLICK HER. . NotIC oTA c t B(A) E p FIX`atlditlonal lnfCrmaLM [B ar in FlCrldaS StatOwlde ProduetA rPyalS tom entl Miami-DadO Count gd9Pp ys Ndt OOr ACCa once NO CLICK HEREg Y fcpk ( A). #2355-R7 FL#10446-R6 FL#10456-R5 11 HUS HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" ro 3- U U) 9116" and heights ranging from &5116" to 11". Concealed flange sea tF Product Model. Number or Name Product, Description Sea # Product Model, Number or Name Product Description Sec # Product Model, Number or Name Product Description version (HUSC) available for models having width equalto or O • 1 Titan Stainless Steel Concrete & Masonry Screw (17N-SS) 1/4" diameter Titan stalnlesssteel masonry screw 1 A21, A23, A33, AK A35, A44 Angles 1 BT, BTB BTH BrickTies greater than 3,9F16". 0 i. 2 APA21, APA4, APAB APVA21 APVA4, APVAB Outdoor Accents Angles 2 CMST72, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in wd he ranging from 1.718" to 3- O Q c O 3 APB44, APB44R APV666, AP6WR, AP888,, APB88R, AP61010, AP6101 OR, APVS44, Outdoor Accents Post Bases 3 C514. CS16; C518. C520, CS22 Coiled Straps 518"and heights ranging from 9-114" to 16". _ F) #9589-RB APV844R, APV666. APVB66R APVB88, APV888R, APV61010, APV8101 DR 4 CSHPIS, CSHP20 Coiled Straps- 13 LGU3 25-SDS, LGU3.63-SDS; LGU5.25-SOS Face -mount hangers .O 4 APDJT24, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, Al Outdoor Accents Deck Joist Ties 5 CTS218 CompressicnlTenslon Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers (Q O Sao # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC28Z; LUC2102 Face -mount hangers . O 1 SD! 0112DBB Outdoor Accents Connector Screw 5 APHH45, APHH40R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2 5A, H3 H6, H7Z, H16, H165; H16-2 H16.28 HurricaneTles 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- Cn a) L �C n f` 2 SD9112 SO9212 SD10112 SO10212 Strong -Dave SD Connector Screw 8 APL4, ARL6, APT4, APT6, APVL4; APVL6; APVT-0; APVTB Outdoor Accents L and T Beam to -Column Ties 8 HGT-2, HGT-3, HGT-4 HeavyGirder Tiedown 5/8" and heights ranging from 3'to 1'0-15A6' (n O CU Q 3 5D91125S 'SD9212SS Stroh-DriveSD Connector SS Screw 9 7 APLH24 APLH24R APLH26 APLH26R APLH210 APLH21OR � Outdoor Accents Light Hangers 8 ge 9 HS24 H rdcane e u T 17 - . - - _ MGU3.83SDS, MGU5.25 SDS, MGU5.50 SDS, MGV5.62 SDS, MGU7.00 SDS - :Face mount hangers L� � (Cf 4 SDC 434 SDCF22 12: SDCF 2 1 S F . F22 5 2 64, QG 2270D SDCF22858,SDCF2210i4, an Qr e 5➢C I er CF Screw Str g iv PTmb cow 8 BVLZ Brick 10 :: - HSS2.SDSi:S,HSS22S➢S3;HSS23SbS3,HSS4SOS3 Heavy Stud Shoe IB MlUseneshangers " r Face -mount available hn�- � ,� ._ V/ Q SDCF221134, SDCF221334 SDCF271958, SDOF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 H5T2, HST37 HST5, HST5 Straight Straps 1/8" and heights ranging from 6-15116"to 19A/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SQCP22858, SDCP22912; Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJr5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Strap 19 MUS28, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI 6KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL: SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614; SDHR31400, SDHR31614 Strong -Drive SOHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9116" and heights ranging from 3-1116'to 13-3/4". 7 SDS25112: SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS254127 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, I-STA12, LSTA75, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Sheight Straps Concealed flange version (SURC, SULG) available for all double SDS25500; SD825600, SD525800 14 FWANZ Foundation Wall Angles 16 LST149, LST173. Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS252005S, SDS252125S, SDS2530OSS, SDS2531.2S5- Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTS40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to-FloorScrew 16 H2A, H2,5T, H8, H10A•2, HIOS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6'and heights ranging from 2-5/8"to 11 .114' 17 18 HCJTZ HH4, HH6 Heavy Concealed JotstTie Header Hangers 19 20 MGT MST27, MST37 MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24; MSTA30; MSTA36. MSTA49 Straight Straps FL#10667-1`16 20 L30, L50, L70, L90 Angles 22 MSTC28. MSTC40 MSTC52 MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Descrigtton 21 LCE4 Post Cap 23 MSTuses, MSTC6sin Pre -Bent Straps Sea # Product Model Numberor Name Product Description 1 ATR318 ATR112, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTl48 MST150, MST172 Straight Straps 1 BA series hangers Top flange hangers available in tMdths ranging from 1 9/16" to 7- 2 ATUDS ATUD6-2, ATUD9, ATUD9 2; ATUD9-3, ATUD14, ATUD14-2 Aluminum Take Up Device 23 LSCZ Adjustable Stair'Stringer Connector 25 MTS12 MTS18Vill MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". 3 BP ! 382 B P12 6 1123 P5&2 B 51 3.BP 4' ! P , 0 / P 8 3/ , BP3 4 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ; LSSJ26RZ,: LSSJ28LZ; LSSJ28RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26' _ : - -' NCA2x10 12, NCA2x1212, NCA2xS 16, NCA2x10 16, NCA2x1216 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5I8 to 7- 4 CNW318, CNW112 CNW5/8CNW314,CNW5/8-1J2, CNW3/4-5/8' Coupler Nuts 25 LSSR1 81, LSSR21, LSSR2 37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW812, RCWB14' Wall Bracing 118" and heights ranging from 9-1/4" to 24% 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87 CTUD88; CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18 RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML2@Z, ML28Z, ML21 OZ Angles 29 RSP4 Strad to Plate Connector 518"and heights ranging from 7-1/4" to 24". 6 N3, N4, ivy N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SP1 SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers eVedlaitle'in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD48: RTUD5, RTUD6, RTU D7, RTUD8. Ratcheting Take -Up Device 29 MMHC Hinged 'Roof Connector 31 SPH4,.SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". - 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2; MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUt39, MMLUI311 Face -Mould Hangers 32 SS1.5, SS2.5; SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUW38 Take -Up Washer - 31 RBC, RBCP Roof Sou ndaryClips 33 ST9, ST12, ST18 ST22,.ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1/2", 10 URS3 318" Uplift Rod Run Tiedown.System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, TB42, T848: T654, TB56, TBBD Tension Bridging 6 EGQ series hangers Top flange hangers availableinwidths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42 RTC2Z, RTC44 Rigid Tie Connectors 35 TWS10, TWS12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod. RunTiedown System 34 STC,.STCT, OTC, HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tisdown 7 GLS series hangers Saddlehangers available in widths ranging from 3-114" to 6-70' 13 URS6 314" Uplift Rod Run Tledown System 35 TJ037, TJC57 Truss Jack Clips 37 W81013WS106C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-1J2" to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1I V to 7- 118" and heights ranging from 11"to-37'. FL # Q441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available inwcths ranging from 1 -9116" to 7- FL#40447.R5 1/2" and heights ranging from 8" to 30": seg # Product Model, Numberor Name Product Description Sea # Product Model. Number or Name Product Description iG HGLS series hangers Saddle hangers avallable in widths ranging from 5-1/4" to 8-719' 1 DTT2 Hold-down Sea# Product Model. Numbar or'Name Product Description 1 CDH237x55,CBH237z763CSH2:37zg:75 Concealed hangers and heights ranging from 10-112"to28". 2 HDC1014, HDC1O/22` Hold -clown I AHEP Adjustable Hip End Connector 2 DU DHU, DHUTF series hangers Faoe-mount (OU;'DHU) and top Lange (DHCTF) Bangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3.114" to 8- 3 HDQ8, HHDQ11 HHDQ'14 Hold-down 2 DSC2R-SDSS, DSC2LSDS3, DSC5R-SDS3, DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116"to 3-9116" and heights 7/8" and heights ranging from 7-1t7to 32". 4 HDU2,HDU4,HDU5,HDU8,HDUI1HDUI4 Hold-down 3 GBC Gable Brace Connector ranging from 9.118"to23-15116"- 12 HGLTV series hangers Top flange hangers available: in widths ranging from 3-1l4"to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81, HCP2, HCP4 Hip Corner Plate 3 HGU3 63-SDS HGU5.25-SDS; HGU5:50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU725- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8. LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42:2, HHRC411.81, HHRC44, HHRC5.2513:25; HHRO5.3713.12, Heavy Hip to- Ridge. Connectors SDS, HGU9,00 SDS 13 HIT series hangers. Top flange hangers available in wttlths ranging from 2-5l16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC68 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/18" and heights ranging from 18" to 26'. 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector. 3/8" and heights ranging from :-511VI to 12-718". 14 HUSTF series hangers Top flange joist hangers available in Mdths 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 HHGU5.25-SDS HHGU550,SDS, HHGU5.62SDS, HHGU7 oO-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-3/8"to 13-1/6'. 10 PAI18, PAI23, PA128 PAI35. Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 LightSlopeablefSkewable.0 Hanger HHGU9 00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5. 11 STHD10, STHD10RJ 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 1/2" and heights ranging from3-7/16'to 15". Concealed flange 12 STHO14, STHDI4RJ Strap -style hold-down 10 TC24: TC26. TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA21&2, THA222.2, THA413, THA41 S. 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 1/8 to 6.118 and heights ranging from 4-314'to 15-3/4". 16 HWP series: hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81i22, THAl2 06122 THAl2.,1122 THA1222, THAI322, THAI3522', THAI422 Adjustable Truss Hanger Sized for i-Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.3/8" to 28". 13 THAL422, THAR422 SkswredTruss Hang®r double 2X and 4Xmodels only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9/1"6" to 7- n' 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26 HTU28, HTU210, HTU26-2; HTU26-2, HTU210-2 Face -mount hangers 112" and heights ranging from5-3P6" io 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9' HU HUC:series hangers Face -mount hangers available inwidths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19-114". Concealed flange 5/8" and heights ranging from 9-1/8" to 18". X 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 1-9116" and heights w = cL. 18 VTCR Valley Truss Clip greater than2-9M6". ranging from 5318"to7.1/4". y ry 10 HUCQ1 81/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410 SOS; HUC0412SDS, HUCQ5.251"DS, HUCQ5,25111-SDS, HUC0610- ranging from9-3118" to SDS, HUCQ612 SDS 9 C � 3 CO L d d C OEM Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3"20 = Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 ' r, Simpson Strong -Tie 2020 FBC Approved Products Updated 12P30T2020 - For direct Inks to all SST approvals listed below,, CLICK HERE. For drect Inks to ell SST approvals listed. belov,. CLICK HERE. - For drool Inks to all SST approvals Wed below,. CLICK HERE, For direct links to all SST approvals listed below, CLICK HERE « F additional information r d' Statewide ❑ i System d de K For a k I ma regarding do Florida's s a wide Product Approve ysi m an Pvlarra-Da County Notice of Acceptance (NOA , C HEREA 9. g tY P )Sri{ Florida'sd' d e d d Ca Notice of cce tan e N - CLICK }iERE For additional information regarding Flon a s 5takewidePrp ud Approval System Mang -Dade County od A p { ), g9 g ApP i -u - additional i for Lo regarding d' LC._.HERE « For a di I n ma n e9ar In Flan a s Statewide Produpt Approval loin and MI mi-Dade County Notice of Acceptance NdA C g Ap YS a fy P { ),. « For additional infwmaLonre ardor Florida's Statewide Pr Approval System and P,Nami-Dade Count a. regarding Product PP Ys a -i iC:K raFaF C Notice of Acceptance NOA -__. - .._.. _. Y P { }, 21 LB series hangers Top flange hangers available in welth of 1-9/18" and heights FL#11468-R-5 18 SILBV1.W, S/LBV1 81. SILBV205, StLBV2.37, S/LBV2.56, SILBV2.68, S/L3V312; Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5 3f8" to 15 1I8". SJLBV3 56, S/LSV3:62. S1LBV406, S1LBV4.12, S/LBV4.28, VLBV4.76. SJLBV5.50 6 Strong-Bolt2 (ST62, STB24SS; STB2.6SS) Strong -Bolt 2 Wedge Anchorfor concrete available in carbon 22 LBAZ sodas hangers i Top flange hangers available in width of 1-9116" and heights Sea # Product Model, Number or Name Product Desoription 19 5/1-TT20, S/DTT2Z S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-1JS'': 1 HHUS210 3 HHUS210-4 Joist Hanger 20 S/MSTeo, SIM8T72 Straps 118 mil (10 ga) 7 Titan HD (THO-H, THO-HMG, THD-H4SS, THD-HBS$, THD-CS THD-CSSSS) Then HD Heavy Duty Screw Anchorfor concrete and masonry 23 LE03 LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 0- 2 HRS6 HRS8, HR812 Strap Ties 21 SP4, SP6 Stud Plata Tlea available with hex head in carbon steel and Types 304 and 316 718 and heights ranging from 9" to 33-112". 3 HUCQ210-2.SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP DSP TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in tvidths ranging from 5-114" to 6- 4 THG52, THGB3 THGBH2, THGBHB, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9,"to 32-1t2'". 5 THG02-SDS3, THGQ3-SDS4,5, THGQH2-SDS3, THGQH36DS4.5, THGQH4-SDS@ Joist Hanger 24 TDD22 Truss Brace Diagonal 8 Titan HD Rail Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in Wdths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4.3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to24". TH050234RH, THD10212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available m width of 1-9tl6" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry rang ing from 3-3/8" to 7 118". FL#11473-R5 FL#13904-R5 (D 27 28 RR VVP series hangers Ridge rafter connector Top flange hangers available in vudths ranging from 1-9/16" to 7- Sea # Product Model. Number or Name Product Description §-q # Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL2D Double Embedded Truss Anchor 1 BCQM3 62-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG CCTQM3 62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL FGTRHR Girder Retrofit Anchor CCTQM4 62-SDSG CCTQMS 50-SDSG, CCCQM3 62-SDSG CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16,H155 H16-2 H16-2S HurriaaneTie CCCQM5.50-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4KT, ECCLQM4.62G-KT, ECGLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET.HP ET -HP Epoxy Adhesive for masonry 5 HE(AL12, HETALI6 NETAL20 Embedded Truss Anchor ECCLLQM04.62G-KT, ECCLLQMDS 50G•KT, ECCLRQMD3.62G-KT, ECCLRQMD4 620- 3 SET-XP SET-XPHfgh-Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name ProductDescription 6 HGAMID HM9 Masonry retrofit connectors KT, ECCLRQMDS 50G KT 4 Strong-Soft2 (ST82) Strong-BoR2 Wedge Anchorfor masonry }e ^, 1 ABA44 ABA44R, ABA48, A3A46R, ABA66, ABA66R Adjustable Post Base 7 HHETAIB, HHETA20 HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUNI5.25 HGUM5.50; HGUM7 00, HGU M7.25, HGUM9.00 Heavy Masonry Hangers. 5 Titer. 2 (1TN2) Titan 2 Screw Anchor for Concrete 2 ABU44 ABU44R ABU46 ABU46R ABUSS ABU5 6 ABU65 ABU66 ABU66R RBU88 : � ,. � Adjustable Base J 8 LGT2 LGT3 SD52.5 LGT4 SDS3 , GirderTiedown 4 LGUM26 Z, LGUM26 3,. LGUM26 4, LGUM28 2, LGUM28 3, LGUM28 4, LGUM210-2: Masonry Beam Hangers Y g t3 Titan HD H➢ H4SS TH➢ H65S THD CS655 � J Titan HQ Heavy -Duty Dut ScrewAnchdr for concrete available in 304 Y Y ABUSER, ABU1:010: ABU101DR, ABU11212,;ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3,.LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainlesssteelwith hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, A8W66RZ, ABW7-7 A04, A04R; ACE4, ACE, ACOR ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, MEfA40 MSTAM24, MSTAM36 MSTCM40, M5TCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3l12J11.25, MBHA3.56f7.25, MBHA3.5619 25, MBHA3.56111-25, MBHA3.56111 88, MBHA3 56114, M13HA3.56MG, MBHA3.56118, M13HA5-50/7 25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for concrete or masonry Z 5 BC4, BC46, BC4R BC6, SC6R, BC8, BCS2-2/4, BCS2-316 Post Cap 12 MTSM76; MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5-5019.25 MBHA5.SW11.25, MBHA5.50111.88, MSHAS 50114, MBHA5.50118, 6 CB44, C646 C648, CS86, Cl Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2, CBSQ46-5082, CBSQ66-SDS2, CBSQ86-SDS2, CBS088 SD52 Embedded Column Base 6 MBHU3 56f9.25, MBHU3.56111.25, MBHU3.56111.88, MBHW.56/14, MBHU3;56/16, Masonry Beam Hangers FL#16837-113 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from3-114" to 9.112" and FL#114%-R5 MBHU356/18 MBHU55019.25, MBHU5.50/11,25, MBHU5.50f11:88: MBHU5.50114, W2 ranging from 3-518 to 7-1d' MBHU5.50/16, MBHU5.50118 3eg # Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SOS2.5 Series Screwed column caps with W1 ranging from 3.1/4" to 9.1/2" and Sea # Product Model. Number or Name Product Description 1 X3481016.51<; X181016, Xi B1018-4K, XQ1S1 Di B, XQi B101&4K 410.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 33/8' to 7.112" 1 DTT1 Z Deck Tension Tie Drill Point 0- 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12 HD19 Bolted Holdowns' FL#13975-R6 2 XLQ1I4T1224, XLQ114B1224.2K 412.24 Strong -Drive XL Large. Head Metal Self -Drilling Tapping CL 11 EP844A, EP644 EP646, EPB66 Embedded Post Base 3 HD3B HD5B, HD713. HD9E Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 E-PS47 Embedded Post Base 4 HTT4 HITS, HTT5-314 Tension Ties Sec # Product Model, Numbar or Nome Product Description 3 XMQ11481224 XMQ11481224.2K 412.24 Strong -Drive XM Medium Head Metal Self -Drilling, O 13 LC644 LCB6fi Embedded Column Base 5 LTT19, LTT2pB LTTi31 L' Light Ties 1 SDW22300, SDW2233S;-5D1N2243B,.SDW22468 SDW22"a00 SDW22600 S➢W22638, Strang, Drive SOW EWP PLY and TRUSS PLY Screws Tapping Sore with 5 Drill Point and Medium Diameter Hex pp g Screws # 14 LPC4Z, LPCBZ Light Past Cap, 2 SDW22634 SDWC156DO 4 XQ114S1224 XQ114B1224-2 5K X114S1224, X0112SI224 XQ112B1224-2K #12-24 Strong -Drive X Metal Self Drilling, Tapping Screws with #6 Drill Point }e U 15 MPB44Z, MPS66Z MPB88Z Moment Post Base; SDWC15450; Strong -Drive SDWC TRUSS Screw 16 PB44 P644R, PiB46 PB66, PB06R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400D85DWH10600DB SDWH1980ODB, SDWH101000DB Strong -Drive SDWH TIMBER-HE(Sorew 5 XU341S1016. XU34BI016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, P14S46. PBS66 Embedded Post Base 4 SDWH2740OG, SOWH27500G SDWH278000, SDWH271OD3G SDWH2712000 Strong-DriveSDWH TIMBER -HEX HOG Screw #1 Drill Point 18 19 PBV6, PSV10 PC44-16, PC46-16, PC41 PC64-16, PC66-16,. EPC44-16, EP046-16; EPC48-15, Round Post Base Post Cap Sea # 1 Product Model. Number or Name SB51Bx24, S8718x24, SB1x30 Product Description SS Anchor Bolts 5 B SDWS16212, SOWS10300, SDWS16312; SDWS16400 SDWS19800, SDWS19712, SDW522400,SDWS22500,SDWS22512, SDWS22WO. Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw tinterior Grade) O EPC64-16, EPC66-16 2 SSTB16, SST820, SSTB24, SST828, SSTB34, SSTB36, SSl'B16L, SST620L, SSTB24L, SSTB Anchor Bolts SOWS22800; SDWS22900, SDVVS221MO, SDWS221100, SDWS221200; SOWS221500 FL#35320-RO L 20 PC4Z, PC4RZ, PC6Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SDWS22400D6, SDWS22500D9, SDWS2260ODB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCSRZ SDWS221OUDDB 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; DSSCB4B, DSHS Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS SDWS2740OSS, SDWS27S00SS SDWS276008S, SDVVS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FC843.5, FC645 5, FCB47.5, FCB49.5, FC84115 Bypass Framing Fixed -Clip Connector SDWS271000SS SOWS27120OSS 3 FPHS034S1O16, FPHSD3461016, FPHS0348101&5K. FPHSD34S1214; #10-18 and#12.14 Strong Drive FPHSD Framing-to-CFS Self- V! Sea # Product Model. Number or Name Product Descrigtlon 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHS➢34R1214. FPHSD34B1214.5K Drilling, Tapping Screws FL#10866-R5 I CMSTI2,:CMST14 CMSTCI6, CS14, CS16; CS16, CS20, GS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2-25; LSFC4.25; LSFC6.25, SFC2.25, SFC4:25, SFC6 25 Steal Framing Connector 2 HRS6 HRS8; HRS12 FHA6, FHA9,.FHAl2, FHA18, FHA24, FHA30, MST126, MST136, Straps; 97 mil (12 ga) 6 LSSC425, LSSC6 25, SSC2 25,.SEC4 25, SSC6,25, MSSC2.26, MSS:C4.25 MSSC6.25, Steel Stud Connectors Sep p Product Model, Number or Name Product Descrigtlon MSTI4S MST160, MSTI12, S/MST27, S/MST37, SIMST48 MSSC4.25KW MSSC6.25KW Q 1 FJA;.FSA Foundation Anchor 3. HTS16, HTS20, HTS24, HTS28„ HTS30, HTS30C Heavy Twist Straps - FL#1.5363-R3 : .6 RCKW3, RCKWS 5, RCKW7 5; RCKW3S,. RCKW5.5S Rigid Knee Wail Connector. 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30 LSTA38, LSTI40, LST173, MSTA9, MSTA12, M87A15, MSTAIB, MSTA21, MSTA24 Straps43 mil (18 ga) 7 SC843 5, SGB45 5, SCS47 5, SCS49.5, SCISC 1 5, MSCB45 5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46 6, GH46$ GH48-6, GH48 8 GH4106, GH410 8, GH66 8 G H66 8, GH68-6 GH68- , 8, GH810-6, GH610-8 .Girder Hanger 9 5 6 L5TA9, LSTA12 L5TA15, LSTA18 LSTA21 LSTA24 ST292 ST2122, ST2975 ST2216 , � LSUSH3.25, SUBH3.25, MSUBH3.25 Shra�ss 33 mlt 20 a � ( 9 J Bridging Connector Sag # 1 Product Model. Number or Name AS 18, AS 18S5, AS 18S_ 6 Product Descrlptign 18 ga. Truss Plates 8 9 - - SCS32 5197, 5G562 5197 SG562 51118, SCS82 51118 SCW3 25, SCWS 5 Bypass Framin Connector yp g Head -of -Wall Slide -Clip Connector L.L 4 GL05A, 01-13513, 01-135C GI-1 GL67A, GLB7B, GL67C, GLB7D Glulam Bearing Plat 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, GSLT612 G11137516, GBLT616, GLST520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 0 co 6 HGLSA, HGLSB, HGLBC., HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36 ST6215, ST6224, ST9, 5T12. STi8, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Conneotor 12 XLSH3461414, XLSH7891414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedown 10 MST068, MSTC78, ST8236 Straps 68 mil (14 ga) Screws i J 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12 MTS16 MTS18, MTS20, MTS30, MTS24C, MTSSOC Medium Twist Straps 13 X01 S1018, XO1B1016-4K; XQIS1214: X01 B1214-&5K, XQ78S1224„XQ78BI224-3K, 410-16, #12-14; and #12-24 Strong -Drive X Metal Self -Drilling, M 9 URFP Universal Retrofit Foundation Plate 12 S181 56, 8181.81, SIB2.06, S/82.37, S62.56, S/82.68, SiB3.12, S1133,56; 5/B3.62, V B4:06; Top Flange Joist Hangers FL#15730-R4 X0114SI224, XQ114B1224-2.5K, XQ112S1224, XQ11281224-21K, X34131016-5K; XIS1016, XiB1016.4K, X131214, X1B1214-3.SK Tapping Screws Q 13 SrB4.12, S764.28, S A.75, SIB5,50 SIBA21218, S/BA2.12/10, S/BA2.12I12, SJBA2.12114, S/BA4.18/8, SJBA4.18J10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SMA4.18/12; S1BA418114 1 Er -HP Adhesive Anchor for concrete Z 14 S/H 1A Hurricane Tie 2 GAC GDP GDPM 50, GDPM 75, GDPM-100, COPS GW-50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies Q '15 S/HD8S, S(HD8B, S11-I S/HDI Oa.S1HDIISS, SIHDI59 Holdowns 3 PDPA, POPA-K, PDPA,MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder actuated fasteners, threaded studs, and assemblies 16 SIH DU4, S/HDUB S/HDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3 K PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT, SIHJCT Joist Hangers 4 SET 3G, Adhesive Anchorfor concrete d SHEET NO. March 6, 2023 PA 10 3 -1--i (D (D C-1 1 U) —00 -0 > MIA V1J43G-DADF_C0U1%nT PGT Eadustries, Inc. PGT Industries, 1nc. (D 0 FRODUC TCON=GL SEC-ffjm PGT InduAties. Im. 0 CDL 0 L_ 1-1905 SW.26 Su�� RoohOM N OTICEL,()F ACCIEPTIMNCE: ]EVMIENCE ST-M NOTICE OF ACCEPTAINCE: EX-MENCE SUMMIFLI) -0 0- WPARTMUff OF RXGULATORYAND ECONOWC RESIMMCES VEER) Mimm Vleii& 33115-2474 -BOA]W AM GODEADMUMTRATUMnn-mo I X_ T(736)31-55-25�0 F1r7W)j15t259# NOTICE 01FACCE PTANCE IVIDIENCE' ST-7111111TED (D 0 C/) NOTICE Of ACCEPTANCIE (NIQA) -0 1. Evidence submitted under previousIN -4 D. QUALIrY ASSUILANCE, C =3 A. DRNWOGS, B. TEST, S, (condnu--�" 1- Miami DadeDepartmentofRegulatary and Economic Rrsqwm,W.R)_ -10 cc -0 0 PGTIndinWies, lnc� 1670 Te-cAa&QV Drhv:,, L Mamdactur&s die drawings and sections. 5 Test report on 1) Air lifiltratim Test per FBC, TAS 202-94 0 0 0 N&rthLV,enk*jj.,3*27_ (Si6mNed . underIN 1-0197 #4) WAX& 1 2) Unifo= Stoic Air Pressure Test, per FBC_ TAS 202-94 1, KATERIL4LL CER TMCATIONS 0 S ,c OFE: 2) Drawhig No. 30-5570.0, fitled-Vinyl Sliding Glass Do OrNOA(L"W"j, Sheets I 3) Water -Resistance Test, M FBC, TAS 202-94- 1. Notice of Acceptance No. 15-01-52&14 issued to Vision E=usion Limited for their M 0 CU 11isNOAisbeingissuedunder ff2PLap*ablEru1es.andTegu10fiowF _11E pveming*e use of consbwfianm thmgh 21 of 2 1,prepared by manuf2chuff, dated=5115, with wvision A 4) Large Missile Impact Test per FBC, TAS 201-94 a ed 81 111dre Rigid PVC ExteAor Eutusions, for, Windows and Doors;7, d t 0 " 3/lL5, 0 > E document6onsubraftWhL as 04105A7. signed and sealed by, A. Lynn Miller, - 5) C�yclic Wind Presstire'Loadingper FBC, TAS.2-03-94 093a'19. - - a) "0 Cn 0 C�L be used in Mmni Da & County aud oWrutas wbm allmmd by the.AuMaity Havicg Jusi%&tiou (AIU). JAS 6)F0XfdEnffYTtSt�L'PerFBC' L- 2. Notice of Acceptance No. 16-4920,08 issued to Vision F-larusim Limited faf their -17E cn Co C)- .9- CTJ _§_j Tkis.NOA sbaltnotbe valid afterthe expkaUon 4ate staTedbelow, The Mammi-Daik County Product Cmtrol Sec*o B. TESTS iagraraof vinyl lass door� prelmed along withmarked-updowhigs, and installation d Sliding g 1000 Tan 202 and hgWr Shades (Nou-Affhiti-� xterior Eximsions for ) Rigid PVC I - U) F < (In Nfiam Dade County) wdortheAW (in areno&erffianMm%mDada Cbnnt�)Yeserve the right to have this 1 -lest report on- 1) Unifonn Static Air Pressm Test, per FBC.. TAS 262-94 b�, Fenestration. Testing Lab�_ Inc- Test R No- FTL &549, dated I LW15- signed and qxd Nkindows and Doois" dated 12/0&16. on.l2Q9f21_ i productor maWA& If lhis� pr6dud or marffialf-4ih to peifaimin the a cc�pted per 2 1 12)LaqeTVUpsikImpactTest - FBC, TASL 0j -94 Sealed by JiS 0rttga"PE,'(Ieb Id'aln _rVep0#feViSed:on'l2e'04/1,5 and02/11116) ---Or -F -d or heir 3. Notice of Acceptance No. 15 528.15issL�toVisicn, janLdonLimitmt t 3) C�ac Wind Presuir e Loaifmii TAS �M=344 gperFBC- 6- Test report -en 1) -Air Infiltration Tm, per FBC, TAS 202-94 -Brown Coated (Painted or Laminated) White Rigid PVC ExteHor Exh-usions for suspend -&e. use of such product cc material within their jutisdiction. RERresemes&e &&tto revoke this acce.ptaw, e, 'if it-isdetmminedbylfiam,�--Da&,CounlyllroductCout-c&Secuoudmt"pioduct""mAeiiaI fails to with m4r drawings. and installation diagram of vinyl sliding glass do m pTpared along, ked7up 2),Unifam Stak Air Pmsure'l�* per FBCr TAS 202-94 X. �Ihtdam and Doors--, dated 08,111115 r expiring on 0930/19- 0! meet &a tequirem�of the, 4pplicable btdding co&- by FenestntM T eSting Lab, Jae d ljj�115, TeSt RfpQrt NO_ Fn.R717� at& Signed and 3) W ater Redstance Test, per FBC'TAS 202-94- 4- Notice of Acceptance No- 16-0712.02 issued to ETNERGI Fenestration Solutions USA - ndSPL, rodu-&,i-.apprmeda&&-itati6dheminand,hasbamdesiped,to comp 4ywitiLdia.Rarida Buildivgpode� Sealed by jdalmS Oltega, L P.E_ fre$t_ rep"t'revised, Du 02/1511-6 and OT24116) 4) Lage Missile Impact Test perFBC,1AS 201-94 Inc. for thek 'rMN 3 -040 and Lighter Shades (Niou-NA-ld 4d PVC Extetior Ite) Rig metuding &e Rig', vekc$6, Hurricane Zone. 2., 5) CyclicVind Pre=w Loading -pa- F' Rk_ TAS 203-94 Emtrasions- for Viliadows and Doors" dated 091l5jLj&. expmng on 02ffl4t2 1. DiEscwmon series ss 7v.-77o,l N-w-1 Sming Gia 5S Door (Rein%rred) wtwo 96F & 13 0� CWners_L_V_L 2) 'Uniform, Static Air Piesskre Test BC, TAS 202-54 along with marked -up draw -hip and iristallationdiagram. of vinyl sliding glass door,'prepared 5. Notice of Acceptance No- 1"712.0-4 isst� to ENERGI FejaearafiML S:�bjtk= USA" AYPR ON"ALDOM, M--N-r. Drawing No. NJD-_;-570.,0 Rer R_ titled "Vimyt Sliding GUss Doox-NOAfLM' --beet 3) Water Redstume Test, per FBC1 T-4,S 202-94- 6� FTL 84;_qZ _ d I by Fenestratim Tes* Lab�_ 1w., Test keport N ated, 1 5, Apaed and Inc, for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior t 1 through 21 of 21, prepared -by mavu&cturer�, dated IW05.1 5 and hwt revised on OM11221 1,,s*Led md Sealed by 4) LaW Miss� Impad Test per FBCr TAS 2 01-04 - p sealed ky Idalmis Ortega, P. E_ (Test report revised on 02115j'201,6) Extrnsions for W,,mdows and Doors" dated 0911 5116� expiring on 04,11 &20 A.Ly=Miller, P_E_baar�ng the NEanii-EWe CountyProdixt Control Revisionstamp *rith the Notin'-, of 5) Cyclic, Wind Preswre Loading per FB C_ TAS 203-94 7. Test -report oft �1) Unifoun. Stoic:Air�Pressure Test,. per FFBC., TAS 2.02-94 6- Notice of Acceptance No- 16-0712.03 issuedto,ENERGI Fenestration Solutions USA, "'White Acceptancenun3ber andexpirationlate by the Miami -Da& Ccomy Fro&ct Control Section. 6) Faced Entry Test, per FBC, TAS�1202-94 2) Large Missile. Impact Test -per FBC, TA8 201 -94 Inc. for their Rigid. PVC Extetior Extrusions for Windows and Doors- dated Z 2M1s9nx'1mP.tcT,RATLNrG-. Law and SmallAffisile ImVartR,,-,�Ant along wO.marked-up drawhigsmAinstallatim diagram, of -tdayl sliding glass dqorpfep@e 4 3) C�yclic Wind Pressure Loadingpef n-C.. TAS 203-94 08/1011, 7, expiing on 02/228/1 Limitations- by tenestraticm Testing Lab, Inc., Test PTort No- Fn 9546- dated I IJ06115, signed and along withmaked-up drawings and installation diagram of 6qyl. Sliding g q ed -Im docr, pr par �Keport,N'o..Fn 7- Test reports No(s)- 1 0-"2-792(A), I 0-MM052 7_535753-09, per ASTME-94, 1 - See table 1 (sheet 2) aW table 2 (*mt D fbrappkahk� SGP imk %iz,&-,,de54gn.pzvsxm-ft, reinfacceraents,types.. pnled by Idalmis 0 itega, R E, (Test repmt revised on Q! M4/1 0 and 02i 11 .420 16) by Fenestration Testing Lab, Inc., Test "39 (samples A-1 thru A-22),dated AST101929 and AST10-635, ismW by:EXOVA to`Visic�. Extrusion. f6r,ceMADsic glasstypes, sifffiser(seetablesB-1 &B-1sheets 7-8) aud awltorlayout sheet %equirementsin lithrui& 3�. Test _per I�BCJAS'202�94 report an 1) Air Infilitaticin Test 1149,110, siped nd sealedby Jorge A- Causo. P. E_ (Snbmh*d finder NO-4, con43osite material. 2. Rig . idVVhJteFVC Tan (Non -white) Rigid FVC and Brovom coated (Painted orlainimted)white Rigid FVCto be 2) Utffmn Static .4jr Piessure Test, pff FBC, TAS 202-9A 0149,704) (&6 w Wed I tin dtv A-0. 4 No. 1.1-010 77 M Z laii*d jkrreftt�ntedNO_k�s , luiiienaent,& T 3) WaW Redstajj&_T0, Pei F�C SL A 202494 ir kf n -94 8 Test report on 1) At iltratto Test. pm FBC, TAS 202 8- Nuke ofAccelftice No- 14-0916.11 issued to Kw.2my Ammea., Inc. for tlieir 3- Egress operable docn mmt c=ply with mm clear wift of he�ght per. FBC requitanent as applicable. 4) Large MISS111C IMP= Test per FW, TAS --) 0 1-94 2) Unifomi Static, Air Pres=e Test, per FBC, TAS M-94 1 "Sentn-Glast (Clear and N%1W) Interlayer' expumg Gn 07*4/18. 4. Fd&et walls=dex separmae. approvat.to,'berevievmdbyB,,uddii�gDfncial. -5) Cyclic Wind Pmww Loading per W_ TAS 203-94 3) Water Resistance I TO, per FBC, TA.S 2071-94. 9- Notice of I AcceptanceNo. 16-1117.01 issued to'Kumay Aniffica, Inc- &r their LABELLNG; Each unit shall beer -'a pennanant label with the manuffictuf &.s name or lo go. city-. state and series and 6) Forred Entry Test, per FBC, TAS 202-94 4), Large, Nh&s& Impct Tftl per-FBC, TAS 201-94 -Trosifolg— tiltraclear. Clear and Color nB Interlayers" expiring an 07.08A9, following statement'llmmi-Dade-County Product ContralAffrovaV, noted herein- along with marked -up dmraW and installatiom diagram of vmyL slidoigglass door, pepmed 5) Cycfic. VOmd Pressure Loading per FW TAS 2 03-94 W REN-EwAL of this-NOA shObe considered after a ranewd appheation hm beenfiledand there has beam -no by Fenestration Testing Lab, Inc., Test Report No_ FTL 9547, dated 120411 5� signed and y Test7 per FBC_ TAS 202-9-4 5) Forced Entr F. STATEA-MINTS changain &a appheablebuaclixkgcodenegatrvely affecta* the petfcwmice ofthu% product sealed by I dalnis Ortega, P. E_ (rea repw n-Ased, on. 02115116) alongwithmarked-W. drawings and rqmred installation diagrm of vinyl Sliding glassdoot� p L St2tementletterefconfonnance with FBC-51h Edition (21014) 2nd FBC-011difion TERARNA110N ofthis NOA will occur a&-.r theimpratioadateor if thm has been, a reiisicao_r dunge im the 4- Test iqxirt on 1)'Airinfiltraion Test, per MC, TAS'21P,94 by -Fenestration. Testfng,Labjnc__ Test Rqxmt No-YTL 6337 (samples A. -I thru A-5), dated (2017� mied by nmnufacftuer�_ dated 09114/17 signed & sealed by Lynn Miller, P.E_ uateriali, use, andlor marnifiactmeof the prodad qrpvxe_s_ Nlisuse� of this NOA asan endorsenwd of=" product, Y� 2) Unifom Static Air Pressure Testr per FBCr W 202-94 12,106110, signed and sealed,by Jbrge�A_ Cauw, P.E. (Subm, iaedinoder AT0.4. X0. 11� 2, Statenwritletterofno financial interest, dated.C4,q8il7_, issued bynianufachuw., signed for sales, advertising or any:o*erpuqxxessh;all xutamakc allyterca=te dw NOA. Fadureto complywith any 3) Water Remtance Test, M FBC,. TAS 202-94 W�09) & sealed ty Lynn Miller- P_E_. section of dils NOA shallbe causetorkmmination a:ndre=V`a1ofN0A. 4) lmge Nfissik.lmpnd Ted per FK7 TAS 3- Letter of lab compliance, part of fbe above. test mports. .4jDNMXT1SEXff_N7T .1'. The X 0A.auA*etpvwe6ed bythe, *of'dsUw=i-Da4e Cbun�y, Roxida.,*nd-fb lkwed by th e 5) CychcWbid Pressiaw Loading per FBC. TAS 2703-94 -C. CALC17LATIONS, 4. �REF, Test Proposal No- 17-03KI, dated 05)051l 7, signed by Ishaq Clmda, P-E. expimtiondat.-maybedisoayedinadverfisinglitenture. If anyportionoftheNOAis"plryed- then it shall be 6) Forced Entry Test, per FB(;, TkS 202 M_ L Anchor verifmation caltuloy'm and, shuctural =24ts, cwrplying with FBC-2014, -G. done in. its entirety. along with ma&ed-up dawings and miallatm dugrarn, ofinyl. Sliding glass door pFepared. pr I epared-by-PGT, dated 1109.1 5and lag revised on 02/115.116- signed and sealed by OTHER LNSPECM02N. A copy of ihis entireNGA Aallbeproi&led to the user by1hemann&chmerorAs disuftton and byFenestratm Testiag Lab- Inc-, Test RepWNe FTL 85,U_ dated 12,10445- s ed- gn and YO 7V An*=yI- Submiffeff mider I A., �0. 15-121P.01� L Notice of Acceptance No. 1-5-1210XI, issued to PGT Industries, fortheir Series ob site at flie fequtst of the BuildivgOfficial. sealed by Idabuis, Oit P E_ (Imt repW irvistdon Dlt4116 -and 02t1111 2. GlAzingtanplies Wilb. ASTME-1 30OL09- `557012770' GLinlYeor(R*Werced)-.L.�MI-"-'OL on0411,412L, inyl Slifta. �Pmg ThiSN-OA revises & rLene.VM_N,-0Aif24X4!#.05 and censistsofthispage I andevidencepars E-1- E-2-E-3. E-4, 1 ; t,- 7 C= E-5,& E-6 as mrell as approval dommew,mentioned abzm- 'ne mAmifted diocuaientatim was reviewed by Ishaq IL CU ndia, P.11 laks i I ChaVA21 RE Ishaq I Chinda, PZ 1sh2qL Chaada,PX, C" Product Contra] Uitlt SuperTlsor strol 7CRit SUpeyrilgr Product Co � Fraduc,t Cantral Uzjs SAPE"kar !;E Uj _X0A N-io, 21-#P5.q_3 -Expirjkdo�kuwtt N&A 'No -0 Z 05.6, 3 NOA �No. 21-0206�03 Expiration Darttt Aprfl 14'1026 LA AprA14.2021S 4pro-val Date-, M-irch 5. IN! I prd 14, 2-026 Dhtei March IS, 2021 ExpiratianDate: ApA114,2626 = >< 1-1 n Approval DateAlarth 2-9, 2021 Ji4mroval Appror2iDate- slarch 2-5, 2.011 LJ_ Q_ Pigpi 1, W CA C-4 C= C14 cf CU C-- i;7 T CD PGT Industries, ln�. CGI Windows and Doors, Inc. PGTI Eadustries, lur. NOTICLOYACCEPTATINCE: EV1DE`_,NTCESUBXflTTE, D NOTICE Of ACCEPTANCE: E17EDE NCE -SUBAMTED __N_011CY_ OF ACCTPT_42 INCE: EVIDENCT SITBAfff TED !2. Evidence Submitted under previous submittal E;, MATERIAL C ERTIFICATIONS (continue), 3. New Evidence'Submitted 5. Quamm Part SuperSpacer Standard complying withkSTM C5 18 TWimal Conductivity .�k- DRANVINGS 0.891 BTU -in/ hr.-f F�-F, AST-M F 1249 #%fti_'Pass, ASTM D3985 Cxyg"s, ASMM E A. DRA-VATNGS 1. Drawing No. AM-5-570.0 RovB_ titled -Vmyl Sliding Glass Dox NOA "d) sbeets 2190 I.G_ Durability -No Fog -Pass. (Submt*ted underpm, lous IWA Yo. IM4 499 05) 1. Drawing No. AED -5557& 0 Re Y B, titled `V I inyl Sliding Glass DoorNOA (LW, sbects I 1 through 21 of 2 1,� prepared by manufacturer. dated 10.105115 and last re-vised on ttrough 21 of 21� prepared by manufacturer, dated IM545,md lag revid on 02,0,112,1- 0402aO, Signed. and sealed byA- Lynn Miller, P.E .6, Quahex Part,Duxaseal compbying with ASTM C51& Thermal Conducthrity -7-22 BTU-in� signed 2nd Sealed by A- Lynn Miller, P_E_ hr_-ft1;-`F, ASTM F 1249 ViVIR-Pass- AS'IM D 1434 Argon PrruaeancL-Px%s, ASIM-E Note This revh consists replacement of same existing installation scpm, vrith flat head - B-� TESTS 21189 1,G_ Durabffity�No Fog, ASTM E 546 Dmv-Point DeVeloTnuW -20"Fin 48-Lbff&l 1. Test reports an: 1) Air Infittralm"n Test, per FBC. TAS 202-94 (Subm fted under A10-4 X& 15-440:9. 0 51. 22) Uniforra Static Air Presme Test, Loading per FBC, TAS 202-94 7- Vision Extrusions, Ltd- Parts compbingwith. PVC-AAMA 303-1�, Voluomy'Specification B� TESTS 3) Wow Resistance Test, per FRC, TAS 202-94 for Rigid -Pakyviuyl C11of ide (PVC) Exterim Proffles fur Vision Danwims, Ltd--NTEX- I by 1. Now- 4) Lwge Missile Impact Test per FBC, TAS 201-94 oj,on E 'de CertffiCation PjAgr= f &i4mivrd ",der NO.4 NoL I S- A.4MA FeneStr Xteli"PHr C. CAL CUIATIONS 5) Cyclic Wind Pimme Loadvagper FBC, T-A-S 203-94 0409.#S) L. Nonc. along with mm-ked-up drawungs and iwtOation diagrain of all PGT Industries, Inc- 8- Vision Extrusiong, Ltd� Parts comp4ring with n`C-AATMA.,303 -13,. reptesentahve unds kited below md tested to, quaffy Dowsil 791 alIdDowsil,983 silicones� fS71,bffP&a YinderNOANo. 15-0469.95) prepared by Fenestration Testing Laboratory.. Inc., Test Repoats No- - 9. PVC-AAMA 503-13, Vohint-my SpecifWation 'for Rigid Potrrumyl Cliloride (PVQ Exta� D. QUIAMY ASSETRAINCE YTL78 97 PG I T PWS52,0.PV I CfixedWiadow (umt 6 in proposal), dated 09,03114 Pmffies ions*. Ltd.-VEX-1 by k� Fmcstratim ExtericT Rtofile f4 Vision Extrusi 1. Wami-Dade DeMtment aRegulatqxy and Ecawvaic Resources OtER)_ C FTL-20-2167.1, PGT SGD780 Akanfiu= Sliding Glass Door (unit 7 in proposal) FTL-20- catffication Program- 210 7. 2, PG T, CA740 Alum OurtswingCwenient mamdo W (unit gmi prop 0541) F. T-L�-27 0- 10- N36tice ofAccVtauceNo. 19-1217.14 issued t6 Energi Yenesidation Sokftico, USA, Inc. for L XkTERIFAL�C!E RTIFICATIONNS, 2107.3p PGT_PW`762GA. Ahmamum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, their 'Tan 3040 & light shade (non-whire) XVN* Rigid PV. C Ilterior fxtrusious for L Notice of Acceptance No. 19-0305.02 issued toKarar;ky Anwrica, hie. for their > PGT PW76,20A Aluminum Fixed Window (unk 1.0 in proposal) �dated 07113J20, a signed 'ffladowstudDoore" oq&iqg.on02JW2L "Trosifoll UWaclear. Clear. and Color PVB Glass Intalayers", expiring on 07V8P24_ C) and sealed t�y Idalmis Ortega, P�E_ 11- Notice of Acceptance No- 1"122.02 issued to Emp FemtWion Solution, USA, Inc, fcT 2. Notice of Acceptance No. 17-0808.02 issued toKurafay America, Inc. for their fficif � - '-Vildlte Rigid. PV C Exterior Eini-it-sloas for Windows and.0, S=$ ooti", egiringman: *'Sentrj Ghst (Clear aud- %fle) Gkss lnt�arlaydi�% expirmg on 07104P.3- 0- C. CALCULATIONS 1. Awhor ver620m calculations ud LsWxtural analysis- complying -with YBC 711 0212_&n23_ ceof,. , eptzace No- 2"2203.03 ismEd mEnerp- Fenesfix ion Solution, USA, I'm. for 12_ Notit 4Lcc 3- 'Notice ofAcceptance No. 184106.10 issued to Vision Extrusiam Lwated for t1mr "Browm Coated(Painted or "d)- White, Rigid PVCE, xterior'EXtr4SjM f6rWindows Lamina CL < -Edidan (20201 dated 04PZ120, prepared by manufaeftner- - signed, And sealed '�y their -Bronze & lot shade cap'coated White Rigid PVC F-itteflor Extrusions' for and.Doors7'.' on%3&24� exp=9 AnthanyLyna Milter, P.E_ Windovrs and Doors-, expiring on 04,116,125- 4- Notice of Acceptance No. 18-1106.11 issued to Vision Extruswns Limited for their series 2- Glazingcmaplies %ft AST'M E 1300-44, -0., J1 -and -16. '_XT 1 000 Tan, 202 andlighter shades:(N6n-YV-1'LW)_ RVd Cellilar PVC F-verior _0 D. Q17AUrY.A.SS1LT&A3S-CE F. STATENEENTS Extrusions forWindows and-Wors7, eqiting on 11129/21. 0 MianaiDade'Departm� of'Regulatory and Ec-onomic Resources (RER). 1. Statement, letter of conformance to: YBC 76 Edit6jt (202,0), dated 0412220, issued by ManuftdUjej�, Signed and Sealed bV Anthony LLynn Miller, P_E_ F� ST-ATEXIENTS. E,� MATERLAL CERTMCATIONS 2. Statement letter of no financial irferest and ofindependent, issued by mamifactur, a, dated I- Statement letter Of ponfonna-nCe to YBC 76 Mfien'L (14270), dated 02AV21, ismed by L Notice of Acceptance No� 1"5055.012 issued to Kurarav America, hie. fortheir 04/18t2G, signed and sealed by Anthcay Lynn Miller, P-E. m=jf2ctt=_ *xd and sealed by.Aathony Lynn Miller, P_E�" "Trosifol& Ultraclear, Clear, and Color PVB Glass InterlayerC, expiring on 3. Private Libeling Agreement doa=ent between PGT, dated 0330115 and signed by all 2- Private Lateling Apm=t dated 03�0&21 between PGT Industriest Int. and CGI 07/08i2'4_ involved parties. Windows- and Doors Inc., signe I d I by D= M. ftadr, P.E.., VY. EmSineeritig7 on behatf of L) 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Anwrica, Inc, f o�tbwi "SentiTGlast, both cadVaniess. < (Clear and U-hite) Glass Interlavere'. expi mig on'07!0412,3- �G. OTHERS 3- Notice of Acceptaom No- 18-110&10 issued to Vision Exqrusions, Litnted fortheir 'Trown'Coated I- This NOA revises NOA# 1.7 -0420,]D6(PVTw)CGI) and updatestpYBC,2020 (71hEdifinj G. OTHERS —0 a- (Painted or Liaminated) N%1hite Rigid PVCExterior E:ifrudons cq&* W-V21- I- Uis NOA remi es & renews NO-U 20-0429.0"S (PL-A_w/CG-1),,,ej;pidiLg "14t26. for'ffi mdows and Doors�'. expiring on 09/30,124. 'Notice ved by Isha 5 qL Cbmdk P_E� eV, 2- RER.Testproposals,49-11 5datec!01110/20appw 2. The cuumt associated PLACGI file #ZI-0205%0I expiting,04.114,26 0 4. of Acceptance No. 1841016.11 issuedto Vision 8xtn�sions Limited fortheir 04114P-l- Series --NT ION Tan 202 and ftliter shade-, (NoR-White) Rigid ceaular PVC, Z_44 W ME 0-7 b)-, 14haqL tlnada, PX. < (D IShaq I Cjq�MU�.L P1. Z lshp�4,x- ckauo, �Tx. Piodud Control U*k Supenzior _N Pmdlurt CmitrdUnit, Supervisor Z Frodatt'Control Unit suo"Visar O_k Na. < WQA NG. il_820543A Expira dou Da t,-. _�pril 14,2 ON at Exlpirldaa D e, April 14,1014 ;E , ajjqUDMkte 14,: Z6 ApprovalDatlu A"rvlh APIPToval Date. If __j 'AP.ProvAl Dato�- Afawk 25, 2621 E —4 SHEET NO. March 6, 2023 PA 1.4 N v FUAMI-D1ADE MIAM1-DADE COUNTY e PRODUCT CONTROL SECTION O OO DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA. LLC Cast -Crete USA, LLC (1)s� C= � - � BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 313-2590 F(786) 315-25,99 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 'a) (3) Q) � � � -- NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy N -O U -c _ Cast -Crete USA LLC V #103-0605.04 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL �- 20 ;1 3.: EVIDENCE SUBMITTED UNDER PREVIOUS. APPROVAL # 1 0 9 � - 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14 0903.03 � O >r.. O 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS �- effner, Florida33584 s t Details sliest 10 1 I. Drawing 1Vo, FD4612, titled Precast and Prestressed Lintel ,� , 1. Drawtn NQ,,FD4612 tztled Precast and Prestressed Lintel Detazls ,sheet 10 g .� r „ � 1. Drawing No, 1r D4612, titled Precast earl Prestressed Lintel Detazls ,sheet 1 of � -- � � � prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled 1, prepared b Craig Parrino, P. dated March 24, 2003 and Drawizn No. P P y g g �, „ 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4', 6 & 12 � O C'a O > SCOPE. " „ „ „ „ r ; Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables", 1 through 3 taf 3, spared by f F „ ,, „ LT4612 titled Cast -Crete 4", 6 & 12 Lintel Safe Load`Tables , sheets I ,n, ,, Lintel Safe Loa Tables" sheets I through 3 3 last revision dated 06112114 all S f d T , t g of , . — Z3 O N N L_ , This NOA is being issued under the applicable rules and regulations governing the use of construction materials, . 2 of Cruz Perrino P.E., dated March24, 2003 last datedA rt128, 003b� g F b b Craig Parrino, ino P.E. dated March 24 2003 last through 3 of 3, prepared y _g rr , prepared, signed and settled by Craig Parrino, P. E, art 11$/19/14. L �• - -- to �- CC5 The documentation submitted has been reviewed and accepted by Miami --Dade County RER- Product Control drawings signed and sealed Craig Parrino, P. g y g revision dated March 11, 2008, all signed and sealed b Craig Parrino, P. on $� y g �O C:)- '� co C ; -' � U) Q Section to be used, in Miami Dade Coup and other areas where allowed by the Author: Having Jurisdiction County �' � B. TESTS March 22, 2012. B. TESTS -� . — (�). I. Test report onflexural testing on 4 ", 6" & I2"Precast Concrete. Lintels. F ll g Filled and T None. - This NOA shall not be valid after the expiration elate stated below.. The Miami Bade County Product Control - L/nfzlled Models, total of (13) concrete lintel specimens, per ASTMS-.129 94, prepared R. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Count reserve the right to have `) b • Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and F 1, None. 1. Calculations or Cast -Crete Lintels, dated 081112014, pages 14.201 through 14.236, f F g g this product or material tested for quality assurance purposes. If this product or material fails to perform in the e ed sealed by Christopher A. Hainan, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1, done. modify, or suspend the use of such product or material within their jurisdiction, RER. reserves the right to revoke C. CALCX LATIONS D. QUALITY ASSURANCE ._ i this acceptance, f it is determined by Miami Dade County Product Control Section that this product or material Craig 1. Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by zg D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet there requirements of the applicable building code, q pp g Parrino, P. signed and sealed b Craig Parrino, P.E. gn y 1• By Miami -Dade County department of Permitting, Environment, and Regulatory Affairs. �. Calculations fair Cast -Crete Lintels,. dated 05/29103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved described herein, and lies been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. ias ng Code. Zone of the Florida Building 1. None. DESCRIPTION: Cast -Crete 4" 6" & 12" Hz h Strength Precast and Prestressed Concrete Lintels ( ) � g pt D, MATERIAL CERTIFICATION. F. OTHER „ • " APPROVAL I}4CIIMEIY'I'. Drawing No. FD4b12, titled Precast and Pressed Lintel Details", sheet 1 of i, Quality stem Manual or Cast -Crete Machine Made Precast Lintels revised on M 1 I» Q ty S}' ,i �' F. OTHER , 1. Letter from Cast Crete USA, Inc., dated 08�1912014, signed and sealed by Craig _ prepared by Craig Parrino, P.l ., dated' Marcia 24, 2003 and Drawing No, T,T4612, titled Cast Crete 4 , 6 &. I2 2002. 1, Letter from Cast -Crete Corporation, dated February 03 2012 signed and sealed .p` P , ry gn Parrino P.E. certz zn compliance with the Florida Building Code 2014 Edition. .� g A g , Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E certifying compliance with the Florida Building Code, 2010 revision dated Tune 1.2, 2014, all signed and sealedby Cram Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1, A. DRAWINGS LABELING, Each lintel shall be anent label with the manufacturer's clan e r IlY bear a,perm l 1 h h an fa er's tiara o logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and .Drawing No, LT4612, titled 1 None. B. TESTS County logo. "Cost -Crete 4", 6" & 12"Lintel Safe Load fables', sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P. E., dated March 24, 2003, last revision dated March 1:1, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the p revision g 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None, D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NQA. Failure to comply with C. CALCULATIONS 1. By Miami -Dude County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall e cause for termination and removal of NOA. 1. None: D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, and followed b p Y ty, Florida, Y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AM. 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E, MATERIAL CERTIFICATIONS 1, None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast71i - shall be available for inspection at the jab site at the request of the Building Official. 1. None. Crete USA, Inc., darted 08108117, signed & sealed by Craig Parrino, P.E. 0*4 This NOA revises NOA # 19-0130.14 and consists of this gage 1, evidence submitted pages E-1, E-2, E-3) -4 and ' '' E-5 as well as approval document mentioned above. The submitted. documentation Was reviewed by Hetmy A. Maker, P.E., M.S. . Makar, P.E., M.S. elmyA,. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. NOA No. 20-0630.15 Pro net Control Section Supervisor NOA No, 20-0630.15 Pro uct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor OA Ito 20-t1b30.IS Z w x r+uas irr taouiv i�t t Expiration Date: 09111/2023 .,.., r P • Expiration Date: 09/11/2023 l? M p� Expiration Date: 09/1112023 Expiration Date: 09/11/2023 � � i' og Za 2 o Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08120/2020 N Pagel E-1 E-2 E-3 c - E o � � U d _ E � O d f.f n 4� Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED TINDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. prone. B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS CD 1. None. L None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E E. T CERTIFICATIONS MATERIAL C TIFICA IONS E MATERIAL CERTIFICATIONS ,.i..., 1. .Norte: 1, Nora. =3 (V F. OTHER F. OTHER 1. Compliance Letter with the Floridan Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc,, dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter -with the Florida Building Cade, 2020 Edition, issued b Cast- P g y M > A. DRAWINGS Crete USA, Inc:; dated 06111120 signed & sealed by Craig Parrino, P.K O 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > Q 1, prepared by Craig Parrino; P. E., dated March 24, 2003 and Drawing No. 0_ LT4612, titled "Gist -Crete 4 ", 6" & 12" Lintel Safe Load Tables`, sheets I 0 Q through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last �- -f--+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None: Cl) D. QUALITY ASSURANCE M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U M E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1 • Article of Conversion for a name change• o co co UJ Ofteliny A. Makar, P.E., M.S Heliny A. Makar, P.E., M.S. Q Q� Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 I � um I TILLIT TESTING & ENGINEERING COMPANY -WATTR.k A. TTLUT 19,� ?,r, CC) YL!�=281�4=5 A CA Li,,�.� NA, 0000-19 � PRMUCT EVAIMADQt 1 4 1REPQRT REPORT NO.: 90-0728.01 DATE. July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATIEGORY; Storm Panels PRODUCT NAMF 20.13AGE GALVANIZED STEEL STORM PANEL, MANUFACTURER: I I 11 4800 8,W, 61 Street ObVio, Florida33314 1, RURFMIOF EVALUATI - , " This is -a Product Evaluation Report, 1 ed by Walter A. Till It Air., P.E. (Systern lb # 1906) to the Global Protection Products, LLC, Ru Is Chapter No. 61t20-3, Method I D of the Florida DePartmon'tof Business and Professional Regulation. 'This product is being issued on Evaluation Report as Close, r1bed herein, and has been verified for cornplianceth accordance with the 2,020 Seventh Edition of the Florida Build , ing Code, and to verify that the product is for the purpose Intended at least acIpivalentlo that required by the Code. this PrOd uOt Evaluation Report shall be subject to review and revision in case of � a Building Code,change that may affect its Ilmita4fons and conditions A., I- IDENCE 6 X . USMITTED; - Z.-l.-P-R-ORUQTMLALUATION-I)O-C-UMEN,T.(E.E-.0 Drawing No. 20-116, tftd 1120 $AGE GALVANIZED STEEL STORM PANEL", 4heats 1,fhru 26 of 26 prepared by Tilteco, 1=; signed and scalbdby Walter A. Tillit, Jr�, P�,E.;,Clatod O7/!Z8f2O20. This: drawing i's an integral part I 'iffi, J�,Jpffs I,, Evaluation Report, A- , � O��,�, A rljl� ��gz s:,,,"0" ...�,�V%. - - 4,.1`** CN,5,�-.,��4, I , � -, -1`- �- % S �:_= !__:�:�_,�_P," � — ., ho, 44167 - I t_ - I ,::,:];;,7,- LI�V � 1 6353 NX 36th Street,,Sifi,te 305, ah, -,,-,/, 1. , ,Milami'Floo .1-3,106-Phtilie:(305),871-1530-p*,P,.,Os I, IfIR Pgoeuc.,T"AL 2 Z2_TW_REPORJS; Large missile impact and fatigue load tests Were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Bu ilding Code. U Wiform Static loads as per TAS 202 Protocol, Ttst reports prepared by Hurricane Engineering & testing, Inc., Reports 9 9"69 doted 081091101W, 013.670dated 091181199.6, #96-T30 dated 09/2011996 all three signed and sealed by Hector M. Medina, P.E., Fenestration Tosting Laborattory,, Inc, reportsft 2032 doted 04118/1,998 and #2126 dated 10106110 � 8 Witnessed by Gilb'ert Dion-t6nd, P�E. and Report t4c. 0219,01-09, dated March 4,2000, signed and seated by Edmundo Largaespada, RE. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 tOy QC Metollv,rgioal, I nq,, dated March 13, 2009, signed and seated by Prank Grate, P.E. 1 1.3. J1%'rRU(;TAURAL, RNGI N E _ On 20 Gage Galvanized Stool Stomi Panel lor maximum panel length vs. design Wind load, as well as maximum anchor spacing us. desiqnwirid load and panel length based on rational and comparative-aralyRi%, silo !r accordance With ssction 161 6 of the Florida Building Code.. Calculations prepared by 111teco, Ino., dated 1 11103/00 onCl 03112/15. signed and sealed by Walter A. TIM, Jr., RE. I.-MAMILE IMPACT MANIM Large missile Impact under section 182dofthef'JoridaBuIlding Code, aspe�r TAS 201 Protocol. 4. MND LOAD$._RESWA - ____ AM- 20 Gage Galvanized Steell Storm Panel has been verified to Sustain wind pressures. Maximum panel length shall bass Indiratedon sheets 8, 10, 14, i5I 16, 19, 25 and 26 of 26,of Product Evaluation Document (F.E-D.), drawing No. 2D-176. Maximum Anchor Spacing shall be as Indicated on sheets ti, 9, 1 0, I 1, 14, 15,17,16, 10,20 25 and 26 026. of Product Evaluation Document JP.E.D), drawrino No. 20-17C �5JNSIALLATION- Installation shall be perfornied strictly in accordance With details indicated oil sheets 3thru 7, 10 thrij 20,23,24,and 26 011`16, ofProdvot EvaluaWn,Documerrt (P�E.D.Y, drawing No. 20-176. Minimorrsepar4flon to glass shall be as indicated on sheets 6, 14,16,26 and 26 of 26, of Produdt Evaluation Document (P.E,,'D.). drawing No. 20476. "I,wilillihim" �g';�� k TIZ4 IS R , ,,�, �, -, I .. .. & 011;_�� , - !�tl ' I 4:�A�,,' �GE % , - 'I � �. V �, . 0 " I �< 11 - `��- '%, - n, - '. . '167 I - * -� S _�_�11 - = ,// E_e/111,4_!�_�_ tIATE OF " S I - I,,.., A I " .. 1, I .- I I I -, I '101011010 I I gimplic WE*vA_TMALkQRXNQ_2_ft_,ta= 1 1 -6. MAIM, M& CHAMTEMMAN-0 SPECIFICATIONS: Shall be strictly in accordance With General Notes and Comp9nortaindloated on sheet 1, 2 and 22 of 26-of Produiot,Eviilvatlon Doc'Urnerrit (P�E,D.),,dr4lWIng No.20-176. Anchor specifications shall be as IndIcatod on sheets 1, 7 end 21 of 26, of Product Evaluation Documdrit (P.15,D), drawfirigN I o,20-176, . 7II-LIMITATIONS AND QQNWT1QiW6_QF__U6_E' I - , 7.1. Shall,be Btridy in cor,opliance with General Notes No, 1, Athru 14� indicated on sheet 1 of 26, as well as General Not" # I thru 4,and I I thru 16, indicated on sheet 21 of 20,pf Product Evaluation Docuffient(P.12,M),.drawing Nlo� 20-176 prepared by Tilteco, Inc, and signed and sealed by Walter -A. Tdlit,,Jr,, PtE, 1,2., Product may be,installed within HIGH VELOCITY HUAR16ANEZONES as_ .defined on section 1620.2 of ft Plortila Building Code. 7.S. Product shall only 40 Installed Into poured concrete, concrete block, and wood frarrae, strudures. Product Evaluation Report prepared byWaltor A. Tillif, Jr -I P.15. (IF1101rida License No, 44167), President of Tilteco, �fric. (Florida CA,I)W6719). I `!Oe��QUNAI. '�'Ae� lhifroiouxll"� WAT)LL Dik TILTECOADMON FRIECORDgkIP. E� RtPbRT,26� OLOPIALFROTECTION PROE)AUAtTS, LIX A20GA6F GALVAN1465TEEL�TO)4MPA4akOftVie*P(�-fl$AREFORT#2DV2&Oi ' - A; X / 1 I 7LECO im TILLIT' TESTING & ENGINEERING COMPANY I I Ivzfil"_ _a_� rl� , fiTt0OO@a@LQoW UODICT-MLAUAIMN REPORT "'%�I' tko I% 14,11 ._:!_ ,� Id'�,�, REPORT No. -. 20-0727.01 DATE: July27,2020- I PRODUCT CATMORY: I Shutters I PRODUCT SUWCATFdORYr Storm Panels , I PRODUCT NAME: 24 GAGE -GALVANIZED MEL STORM I - I I PANEL MANUFACTURER: I w1produm-= 4800 S,Wt 51 Street Davie. Florida.33314, I.;PURPU§E -OF EY&UaIONI, This is a Product Evaluation Reportissued by WaItOrA. 711111k Or., P.E. (system � 104 1'906) to the Global ProtedtloOi Products, LILO, , Rule Chaptor No. $1420-3, Method 10 of the Florida Department of Business and Professional Regulation. I This - ProdLIct-18,04ing issued anEvalustlorT.Report as deepribed herein, and has been verified fOr compliance in accordance with the 26�0 Seventh Eilitilon of, the Florida Sulliting Code, and to voilify that the product Is for the purpose Intended , � at least equivalent to that required by the CAOCIO� This Produal Evaluation Report shelf be subject to reviewand revision in case of a Building Code Change ttigit may affiect its limitations arid conditions I 1, 2-_E_V_10_E_N_C9_8AL8Aff_TM1 I U, � A. Is I a, -1 � �4 . , - �- I 1� 11 � � I'll, �� I 11 - , S "I �16 . , I . , = I I * .. * 2 , I - . = / /- I .0 '.� I For .I..;I;C , 1. � ., 11 A- " ,4�0,Rmt, t` , 6355N,W. � _16th Sbvel; Suite_305, Miami, Florida 331#6 - Ithm=e: f 305) 8 I- . �� ...... I- - 11 .1,531 A`I0,Nq)JHwII1 I I , UAnQ� RUDRT M. '204721,02 2 L L I - , 'Tensile test rOport No.VCIUAI�196,by CC Metallurgical, Inc., dated March 13,2009, signed, and seated by FrankGraille, P.E, as per ASTM E-gond Tensile Test as porQC ]Metallurgical Report N,o,.1OKM-131S,-dated Docomberl, 2010 signed and soaled by Jerry Jaoicifano. P.E; as per ASTMI E-8. 1 2 0 n 'At' not I' ith a' CAD, IIter A---------- �� . I . I &W$1LIE 1MPACT RESJUTANIGE: Lii,gemissit&Jiii,pectUnder.sgcfiohlOOU�1.2of.lheFWida Building,Code,asper I SSTO 11-99 Standard and TAS 20 , 1 4 4. WIND LOADS RE61KANCE� 24 GOO aolvenizetiSteel Stortn' Panel has been verified to sustain Wind pres,sures. Maximum Pone[ length shall boa's Indicated on sheets 31 9, 10, I 1, I I I 11 arid It 018 of -Product Evaluation Document (P.E.D,), drawing No. 20-176. � , Maximum Anchor Spacing shall be�as indicated on sheets 61,9, 1 O� I 1,_ 1:3 thra 16 -and 18of18, of�Product Evaluation DocomentAi( � P,E,Di), drawing No, 20-175. 1 1 24 Gage Galvanized Sleall Storm Panel has been verltldd for code compliance to work as a,rion-porovs, storm Shutter assembly, as per SSTD 12,99 Standard RRQffi=�hVAlLU41DXUFQM_K0_ 20_�M7,,OZ 3 1 &JOIAIJAMN-, IriptallatiogRITall be pqrformed'strictty in accordance with details indicated on sheets� 3thru 8, 12,thru 18 of 18, of Product Ev�aluatlon, Document (P.E. 0.), drawing, No. 20-175. Minimum separation to glass sholt,Vieas indicated on I I sheets 3,,6,J$A 1A, 15, 15�and 18 of 18, of Product Evaluation Document (P.E,bQ, drawing No. *175� O.,�MATI�RtAL.GMRACTEP.ISTICSAND SPECIFICAr,19NA; Shall beStrictly IT) accordance with,General Notesand Components indicated on sheet 1 end 2, of 1 kof Product Evaluation Document (P.E,D.),,drawIng No. 20-175, 1 Anchor specifications shall be as Indicaterfon sheet I of 18, of Proclact I I I Evaluation DocurriOnt (P.E.D,), drawing No. 20-1 , 74i� 1 7-MMITATPI-YtANt-)-CONDLTM-NI.QF —USE.- , T1 - Shall be strictly In Compliance with General Notes NAD� 1, 8 thru 44, Indicated on sheet 1 of 18 of Product Evaluation Document IP,E,D,), drawing No. 20-175 propelled by Tilteco� Ino, and signed, and sealed by Walter A. 71111t, Jr., P.E. � I 1 7.2, Product shall A61:66 Installed within HIGH VELOCITY HURRICANE ZONES as dofiniad�on sectJon 1620.2 ot the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frome structures, Product Evaluation Report prepared by Walter A, T1111t, Jr., P,E. (Florida License No. 406t), President of Tifteco, lnc� f Florida CA-000$719), , . -4-0 a) a) C_ Cn -0 2 —M > 2 a) = -I-, 0 =3 _0 a) a) 0- 0 C 0 0 %_ = .a M .,,., 0 -0 o — n- W aj = (D = -0 0 M 0 0 - M -0 -= .— W .jo = C: 0 L_ 0�. — = 0 a) 3: co = 0 = LL %I-- — M . — . Ln a) Cn L- _&-A CU L_ 0- C_ �- M _0 %10. . = _410 C/) CD_ < a 4 z z W mi - -I-,,--,-- ------ 11--l-1111111111- — 10EHL8&LJ=: a ay AN, Ckm OAT COMPONE14TS FOR REGULAR A& LIFE SArETY STORM PANELS 114, 1/4, 3/4. 4/4, 5^ 7/5. 1 TMAST i VK0 ON IHE (ScAa 1/2.i-) a,= OR PRECAST COMMIT PANELS S=W OR WOOD BOARDS BE FO AVOtALPMELM VISTINO ANAU� BE LA40 CMDOOR TO RE" TW MAIN STRUCTURE atHINUSUCH PANELS. L IW/10. 2IN/10, $W/10. 4W/10, *6/.5 1 1 STORM PANEL SHORN ON 7WS PRODUCT EVALUATRAN COGLIMENT, (P,CYJ,) 105 fiaW VERATED F`CA COMPLIANCE N ANCHORAGE SHAI,A. BE AS MENTIONW, IN S,9 ADD it? &2). _-Yales' Purk ivmx"�--,---,-,---.----,-.�----,---,---� + 4ft=_ a-20AN14 � --,--------, _____.___-i2-5W iEtnow *"--_-------f � : (0 TO_=W"Q0A_4W"eE;= 7_1___1 1-1--l-1--_ , - -ts-'se MAL VW,T4),_, __ ___,_______ 5W/10. fiW/11 & 7W/11 ACCORDANU WITH THE W20 t)'* EDITION) Of Iflf FLORIDA OUILDING ' CODE. � TA=A�tHORS. AS MANUFACTORCO RY J* BALDEA� INC, I I � 11 0 0 t I � � -----,---- f -3: �_,__. ___ ANCHORS, MR CONCRETE SEE $CVM1JtE ON SHEETS 0 & 0--__ - --_r MQA - 2 ,-.-,- --,----g 1/0- - � � r------------ 0,2150'- � I MAN, I to "Ca SEE SECTIONS 04 S"MS 10 & I I ; I* ".- .� IIES" WHO LOADS SHALL BE OMAJOINED AS PER $Mr" (620 OF THE AOO< MENWNED CADDIE, �1'4 1 COME 0 AND PANIFLAUDE PLUS� ,ANCRM� AS MANQfACrUMO 6* ELCO CONSIRWRON PRODUCTS I � "-,W. t � � -,kAW, �L_______�_ 1, F09 A WIND SPEED AS REQUIRED by 7K, qvwmenaw AIMU'SINME ZfftW11 * 3r_1 I- ,� k , . .,� Cft TNF .MaTOf.A�0) i AD - I i � i, FOR A DARECTIONALIff FACMR ]VI-01S WAG ASCE -1-1 15, AND %VIL . t�� $CNEWS PER N D.S. , , f-i, -,'*a --I �11_ 0 7 -";- . I , ,,, - f el, _1_JBa_ I " I L too- WN, u%x --',=� _/1., 6 � a � , �,,� I " ,�, I � A I 11 11 � ;1 I 4ALWMM ", I � I j _,�--�---r-_, --7-7 � I i- A � ___ -I'---- \ _ r ASIA A�_ . , IN ORDER E A00S OONDWON, V011ANTE DIERON WAND LOADS DETERMINED PER AS% 7-To C t I :MIUM THA TION SAID WOOD OF TAPCON ANCHOR!; SHM1 BE I I/.- AND 2- FOR ELRO PAMAMATIE Pl"5 , \ , ,�' - , �(�),@A '-,---�1l- - -T-7 , � --I --I---,, __T -_ � -A I 'ff �_4 L �"WI _1 , � I I I � I HEM IN _N V I I I' L 'IV' i , "we So MAO I I t I $HIM 01 Mr " I HES 11� � - -_ " , '� tXtOTED ON is 7 "Ati 17� I4, 15, %B. ID & 0 'ANEL= 2107* 11 = 4�� $HAU, BE 1100= 1.11 _ t�4 E 0 - � , +_ , I , f__ ____ -_ I- - __T_;___1__�_1___._1____ =�GN PRESSURE RATIMM 010�CATMOR SHEETS 7 THRU IS, 1*, S, it, re 4, 2D IS s/rw= autANINO, As DISTIAsLATM W ALL PONT SCAM, BOLT * spWALTY CO, � I I I A � -. ", =- IN 0 10 AtS b6rUtA4 LOA$ S Erf I �O, MW, �� I � �'e' y � ", D.M.� 02�(�) - . A , A �, i � NAX� kAJ �) ON Pf=Jk a `NV I 11 ; L �� I I I � COMPARE I% W/ A� 41440 ZIA, 11W , , . 040 (MOA_ � 11 I I I � � I 941;;;_�\ - I (��Us � 0.6 I 1 1 l 0 C�4 MINIMUM "EALIED PENCTMIAON OF LAG SCREX AUTO THE wow FRANC Only %*4 BE I, I,f2-, No PWADED 71 1 �*.'.Iawlir 21. Af' i REM `� 0+0.6 ! i 1 1 J 1 I � � I YER ,`ESSM REASE 1, Aa 1�, -�, 'i � V IDER _�o VERIFY i4a, ANCHURS ON THIS P-tv AS TESTED, INERE ACT 0, SID � A IMIX W. IN At ON -0 PENEWITON INTO -511=0 SM. St MNSOMO AS PAR' OP TAIL REQUIRED TUREADED .GNET;LAT;aN, 11 � ONADE At *114"M ,2- 1 , AJ - I I � i tt)� := \ ,�, I I I WON 7 \ z " __ I I I , $TRESS,F00 "NO LOADS WAS M& USED IN 114M ANAT-"4, nNSTENERS SMA494V TO WOOD HAI BEEN DETERMINED AN \ / W. !I - Er """� MIA& ' I I � ,� � I I I A � I ACCORDANCE WILD NIOS, .Via, I:W. . 44.81 r-so DAM '% i i t 1 ! I 1 1 � C" _= t-N MRANIMM EDGE DISTANCE Gf LAO SOM ,� � ilt--, 1�0- A Ar I I I � �� I � LAJ III% ADD WOW %W,L RE AS *104AIM 90 THIS ORMIANO ---------------- � ---------- � L - ___ L , - , ,,,,"_ _ _ _ -, I i i i � F*LT- WACT AND *NO RESISTANCE HAS eEEN VERIFIED IN ACCORPAICE WAIN SFECRON t626 Of - , - ----- ---I I � �, I t t - i I ; t 1 1 . I - - - PER HVARRANE Ei"EERINO, 4k IM00 Y4 "505 49-509, S&!A7D A W-713D AND IAS a, ONO MINIMUM zw_ 1 1 ; i I I ,,, �i, . �k 1 _140. .141� CA) MOONOW MNEFRATION OF WOOD $VSHNG S4AU EIC RjW., I/0 0-20 SCRV USES SHALL K 1 !,(2- L A I SO 1�rAOM. - #20n A, #21a . ASL PRMMQL,S TAS _� L __ _ - - ., _.____,_ ,------ __ . _L_L__J_,J.,_1 I 9 - 20J� TAS_202 AGO TAS __ - _____ - I - I tIII A _ , MKIESIRATION TESTING, LAS Anti, AMMILLS am, swuo Mao Ex4r, AND I- MAIA"M -MR *MAZ KADY *0 Inucca, 6-_------IL2W--- - - 1-1-11111 _ _ I / - _TI -T __1 , 7 ,� --- --'- J I-L - � � , 1 20 STANDARDS, � I I 11 I lo I I ! I . -t-4- I � ; -f-4 , I F - - -, - _ - , =. M Lj, " A44,01"Rs S� MAW D1_1 AMIN SMUTURE BEHIND IRACH PANELS *,Ir--- I 1 � 1 I / - __ L-'- - , p, I -= M >< 2, ALL A.04IMM WRIUSIONS TO BE 6063-16 AUOY AND TEMPER. (UNLESS OtHtRAISE NOTO). SEE SHErl 2, 1 , __-, -1 � LJ_ C3 � C-2) a O 4) 1 "" , I - _-V I I 1 1 -�-� � I AS WaL AS AMERt* TM LAM Or SIOU01 fLONIGA REPORT #0215,01-09, AS PER IAS 101, TAR 207, AND ANV,GRW SAMULA, RAL AS MEAKOONCR IN P,A) I< , - --- � �i . I I �z - % - _ TAS CS) #4 CASE DAI PMCASI mt=% CONCRETE PANCAS� STUCCO ON WOOD BOARDS W IFIAMO ON 'ME COGIINC (DW9MIL.Pall 0 rMill 31MLEM" I ALL ALUMINUM SHEET METAL USED AT CtOSORES SHALL SAA 3105-1,414 ALLOY. ____,! ____ 4;7 I l I _! I - - � i C= A.- (0) "I'KARE SWA-1, BE INSTALLED ML1X*% All of IRE RkrIOMUANO)INTIOn AM TprIMCATIOUS 17 INC ANC*Ms 0ANOrAtTUNER, I--,-,' t,-, I.M �______' I __ .Mi7`__ I ; i "', �__' � I i 1 i 1 3 -= CH4 = I � � aw Yom 325* �__ " i 1% - - _� - I - - - - - I � 11 � I � "I - - i/4 _E0 A & SHALk HAVE -STIOAAWRAL QUALITY STEEL, ASAM A-ILIZA rRAOLSO M,HAMUW C-6t HA�S�f�� 1,0 I __ - _ ItAo. - 114,11-M i I I � i 1� . i 11 ALL STE&L tiHM METAL PAI� "--" " , f 'J� 'D; W-a I 9 Q, C= ArG OA-4VANIZE0 VMEL "OriwPON W/fY- tela kv (VIER RO(AED)l El, PANMS AMY ALSO,SE INSTALLED NORIMITALLI' FQLL4WN4 ANSTAUAV.0 DETAILS SHOWN ON 5TOMON 3 THROUGH 10 (SHEETS - .1� "' , I 7 I I - I i . . UNSCALIED PANELS BOLTED RME�Vil 0- Ai� f , A, 0 SK41 NOT BE MID W/ Higurp i6aip-, - - -, ,- , - 2W P a - L M*,I-v MAO. .. , 17 _ i , - - i ;J - .,`4 , I TO Aval 9 10 ANGLE I - 2 W � ,,,I * StUAL Coprk 9 I SPAM K THE VESPONSIMUTY Or THE 00~09 IV A'N!FYT4E SOUNDREsS OF INE STWJCnIM wNERE SWITER is 10, _� � 1 12 I/VI O& �, I APPLrA " 1 � - , ErA W= 3/3, i n THAOU"N 6) EKEAT ,AAY NEWNS4z N, - i - ( - " ____� - (SEE SECWNS AS , 1 I I !& 1AS, I : 1 41M , 111 I � I ,f 1, f 11 I = = W $� ALL w1fit" TO Or STANLM -SIM XA OR .,it Ats SERIES On CORROSION RESISTANT COATED MOON w AS PEP, - i � I � i�i IV AND Ba kJo JENSU SWRO .11 - :� ) 12 4/7-0 - SOCIMNS AS APPMABLE) A*rFLOSMENG _ YW/L i7,_=_ , =7, t_T - i = ! � _A- I- - _� � ! I -� — ---I 11, RKTP -.4 SO I 1 - 0 n W so BE ,��_ 1-1 %. <;._ i _`_� I T ti". LI`L! 10", A( DIN 500"81 0,9MDA W%*** COM I �- �- *v.w' I -1 I - - J i I � 1 1 I � E - = SPCTAON 214 14.4 FUW_ THAS SNUITER SHALL ONt,Y BE XCAPACKII TO WWAM, BLOCK OR wow FAAME - �00,31 I" $ , -_ I'Sittal � , � i , I --�-,]��, I - =,TAD ASM PROPER ANCII0. � ,� �, ,� 1__� 3-v5* I 1 I �56W , ___] � J, --1,1-'11r1_L_ 1. _� 1-11_1 I __ _. _i --- I �_I. _.1,_LJ I .= = � tl� � 4W 06V --- __ --i t , _ - 001TS TO BE ASIM A-"7 C&VANI VML 00, PSI 504 SCRISS SIAINLMS StEct- OTH 36 kU MINUAIM IV - - I - : - - - LPv , z � i ,M. L ' F- L_ L .11.-FIT-1-1-1 __� L C:I -< I , _F ----I- - I - � I 11 - - 7 i 9 ,'� ,_ " � 51 -1 'Saar At � T--r -,- _ �4 � -r---T-----j-�--J- T-- = - -ft" -- -kt AAL X - 1 54 O ,_ ; � I � JAPAIL f � . � W I 1� P 2 � ; A- I 1 1 4 I A i I : � � � - I I I i 1 t � 1 I - W CIA = � I , I I 11 ! .� (A) rQ11VARIALENIN90-00NORM I ____t. M., Set, � I i , i � 4 9 A, � THE 015T&LA� CONTRACTOR IS 70 SEAL/i�IAU ALI VILAM &VP&QNT EUVEO *UGW REMAIN IN CADADAA�OAAAS ,WNIACT *1TH I ., -- - ; �I� --! � � I � (i CU � t,_-Iw ,- ! I I - 1141# TAPCON AMCHOn AS MMUFVTURM at I�T.* SQUADEA(� #O� (NK� V.-I-JEAW P.,;) A— - Eli -1 , i , i i I f ; I i � W = = I 0 A 7/9' 4AL4-10 MICHORS, AS MAWFACTURCO BY O,"ALT !Nt (MPI_ f'-30ab P�14 THE SULMING TAG PMVW "NO)'" NAWION, 11 -,7VI /t, - � I 1 1 i . __z J � - /1. -Zowl- i I I I � . I t � " I I L C= T :�_ i � , � — I - Ile, 4` -MT AW 12 STORM FANCL 0MA)LAMIN SHAI COMPLY WIMI SPECS INOICATEO AN I"IS CRANING ftUs ANY 6 N A 20 0 IONS NCR x" 0110.1 H,. _ - I- 1 4-- � ___ , ' � , i i , I STRE4714 it EACH RMULAR STORM PANELWITP LENSDiS MV D`_8 TkRDUQg 12'_4% AS LE 2 . ;��5 12V 1-1, I I i I I I I ! I 3: co r/ > - � �-L -,--- A al FIV - -) � �, �, ;&S PONS IS,'"* 10 AND ALTERNA11WIS aw // 6'. I � ___ TV I I ANCHUM TO WALL SRALI, ME AS rOL10101S 5* AS IOW 014 SHEETS �i, S* IZ RESPECIPALY- WALL MW A =ftt ADD 'OVAHELE 04SMUCTINGI OWNER OR y ,�_ KAM,Q �_ I f- I �J 1-4-1 L_12;� i , i 3: TERAINT TO SECAIMC PANaS WM4 APPLOMILE REPUFFORCEAACHT DURIM PCRKNA4 OF HURRCAW WAANWZ I I I "", � ��_ I -A--� �M`A -1 fl- I I I I � ,t� I , I I J I I '1111" ; , � ," , � I � ROUNDED MR 0 amos PAIRECS _& I -1 - � , - L � .1-1, , -_ - , AAA" 1. ,I/ SOLID AIR$, AS OSTRItAUED BY ALL P0,DD SONCAAA, VOLI G, SPEtIALrf OD UILM 5 NO NW REGUALAT P (&I@4) - t .1 - , - AD I` V) 'a f%--1600 K0,11 PRO"OED W THE JURASDIC1106t MERV PCRWT is APPUM TC EW UP WJ HEMMED E00C I 6; �, " 1 6 �' I .] 411- 44i - .. ... ... � ...... . __,� ....... � j - 014-10 PARELMATf PEMKI D A. PANS-MAM PLUS ANCKM, AS MORNAMAD ITY EMO rQN$TRV01)N PRODUCIV (�) !e-111I @ lr�k (�) AWAU 4 &= = NEU14 @ MW-WM - r , = E I (MIN, -3w P'.A� I'l, I;.) TANMAA�� DOCUMENT (AAX�04 PM-ARED Vf THIS ENAKNUA M CENERIC AND DOES WA PROWDE IWORMAT" (N-TIS) (:D.,(i).&@� (�)-,! ��` � : . MAX 1 2 .0 - ,/,." t, MR M, i WHERC THE SuE COND10ONS "Is rROM THE P,Cv, MEMO& I I �,1/1 , I MAN. _1 (J Or TAP-W ANOHM� AS INOFACTURV) BY �R;,-M-I CORPORATION �('.._5600 P.:i) j_ ---I AuUm Wj 2/4, 3/4, 4/4, 5/5, 715, __ � o- (b) CONMACTOR, TO BE RESPONS40tr FOR THE !AILECION, PURCOME AND INSTALLATION 0ACLODIN6 twf sqvly or 11119 � f suw� I 10, 2W/1 0. 3W/10, 4W/10, 6/5 1 A- 4U PRODA)LI ' 1� _C1 `MO WEL TE FEVAL OARED ON THNS PXA ""ED hq5H-- DOES NOT DEVIATE FROM TfZ �COMEURTDNIL OCrAILAES OU IUM _=_f ,374' s AJ) MI M EMEAVAIENT Of TAPCON ANC40As A70 POW" GOAACR,ZTE SHALL K I 3/4*; �1' PoR P, w� E _J 1/14 0 2,04 1 I,LSW - 7,L' S SWI I O, SW/li & 7W/1 I MA OWLINEur, i 11r, wo 0" a. ,"W- aw -1,760` 1 � $0 FANOWTE, PLUS AND I W/4" FOR CIF TAP-CRIP ANCHORS L T, f- " �_ 11390, 1 PANEL as "" ao-z--, 4 'Sir I I ANCHORIA: FOP= SEE SCWAOAULX ON SHEETS 8 & A I i I-.-.- -, � __ ,--L--,----,-'- _. "_______ __ _ _14a;1 -_ _ " (�) INI$e PAWAXT, EVALLIPTION DOCUMENT 601 HE CONSIDERED INVALID W MODIFIM � i I I ,__," 1� FOP !MCMIRS ON SHODS to A 11 A,2) ow-w a SOW-SrT AWAORS SNA� K wmw I/$- WM T*w POUREt) cOKAM, 4G EUKDAArNy URI F _�7 �s A41-0 _Pt?!r STUDOO SHAL4 OEPIAMnO. IJ4:' *-ZD 5ORt" USED SAU SC I 1/�' ONO MINIMUM wvu* STAYOW CAnST, � I III Sze T11 - I � I , ____ , t I AW � - _ � - NO I� MUNARIM PER WAULS WDAI NO STUTMO AW MIX SC 44CADW WNEWs OR ALL IMPMED SCREn WIG NW, A15) MITE VIRM010 PMAIECTS 15ILAL BE PREPARED BY A CLORIDA MOSTEM ENGINEIR 09 ARCHMECT ADA04 WU OSCOMIC T)k i 67 � L - i � k- � ; 11-ti I _ - "" i " . � I i -,.----I 137t* ; __ � - J _j_ V , ,/, O', � __ i�_K_t�l I'GFI, I �L , - , , OUI "IN VAN* MOM �300` 1 I� I '�"�_ , 7 1 ! �_&__�L � Ciiv f 1 1,;i4s, ,OW twwratcnw swm AT sm a TK Conw,0015 RaPONSISPATY I � i A f" � - I A 11 I PROM i4r OF THE F'115, VANINVER OF ACCORD. ACTWC AS A VELMATOO ENCINEM TO IW I - 14bvi EWIAAM OP RECORD M0,R-) rOR THE PRNIECT AND *140 WILL BE RCSIACIAISME rOR THE L _ I A i III115- ; ,W PT-6, ENGINE0. VALL SWIPt TO TNI% LAITV9 THE STE VECIFIC O"*1405 f4R REMEW, � � _!Z� I I � 1 W31 . � C�L �� 'T - i � A.3) IN CASE -HAT PREWT SLONE, 0MCAST CONCRETE PAINVIS, PAYERS. SMIC00 09 WOW BOARDS Or VOLIND ON THE 1 8_4 %1� I . M _PA E I I - - .__ "MING WALL O$t FLOOR. ANCHORS SHALLJX LORD ENOUGH TO MA"'NE MAN ZMACTUPE BEHIND sutii _ii7�_, �� t L. __ �JAW 1_P�. I L_� -,-,- _-, && o - I I to Ta i I - wi, �ow :, 66;IJA� PANRS ANON010M WNU HE AS MENTIONED W A 1) AM AN A.2). IV' SHA�L DEAN THE om AND .."AL SCt AND, RAVNA,VRS It, DIP PRO'CM.M. �_� .t �2,0w___j 1 _11� Or RECORD DIAT PREPARED IT, i ��L _" -) (9) !Oi 9& �* WITER MANUFAMMEWS LAM SHALL BE LOCATED ON A READILY VWSLE LOCADON AT SITARM, 1.� � Be (�) KEX Him aSHER I GAP " ANCHORS AS MANUFACTURED BY 4. T W MADM tK. PANEL SHUT" IN ACCORDANCE POU SECrAVN 17091� or TOOVA, BUILDING CODS, ONE LAM � ? r�,003: t-�-,, (1) 9 ax = IBM (b nAl-am 7471 I - Xe 0 , 7/r LAAX__tN ANNORR, AS WKIFACTIJK'Day DEWALT 14�, (INNL ft"IISDO P"J') . * (MAO�) --� f014 i , SHA11 RE PLAM FOR EVERY O"Na CAMUNG. TO COMPLY Yom SEI-11000 f7m.012 or 14E � taBi' (Mum) �� "iA011001mA14, M ..A= I � W INERIAV - "t VAUEq - A ** )( �/V SWD-SET Allf.*M, AS VISTROOTED SY ALL POW SCREW, EMT A SPEC�klY CO, P1.040A SIUALOM CODE � GACYANVIED, SPIEL, � ,,, ,-;a- - 4e q _!� __� (MR, C�Mw ,I.1) ODN - 40 $Nka twL M, USED To - , � I � - ------- -4 I I 'i A IW, 'IN, 'LL - 1U f I AII14-10 PAINELINAIV FEMALE ID AND PANFLAWTE kUS W V. IS' AADIAG � I __ - _�� e�vw\ /� --- L - ,-,,I � -�, " I , I J ,� Z77sz- - AFKAGUCTS (MAN. !'J,_;O?I p'.L) - ,,NM� AS MANUFAC40TED BY ELCO CONSTRUCT, k"011 _Ilix BOW kiS � __ I - - ---- �L,'A, I i4-:A , I � , BO"h1q) I MAIN FVUMATS IN THE STATE OF MQRft , =11 L .% 4L-__=_J � � � V_ S - 1/4� v CF TAP 1� - '37ro 1 "' x7ii-, , .1 - �.� k It g1A I : IT, -GRIP ANCHORS. AS "'AACIORPO By TAU-CMT CORPORATION -,Ok- I �, * "',"t f 9 i - L ��J�l - 1. E 7'x�.,- , /, � t � No, 44 11 � % D 1) MINIMUM uAlWOMONT Ot TAPOON ANCAAORS, 110 PMELHATES AND CIFTAP -4 x, � ") A,, 4 6 -, I zl;� \7_0�' 1 _'V1X.R1z,1.; -GRP ANCHOR, Iwo tHE CAUA I-1`11 __��il �._S. LORIDA !uILDI[MG CODE (High woelty No can* z0ftm 1 o - � 11-11 1 167 * I I -P � ... 11�� . . - � �_ BLOI,* QNnV*,kJ K I I/#" " I i i ,?-,-T1W* - --- *. * 1*1 FMDA SWUNNG CODE (Mah Voloofty Hurricane ZAUNA) L/T� FLORIDA BUILOING CODE jlil�;h V019COVKorricane Zan*) . *_ - � ; I -A Ar ' � I-- -Wo ALT" 0. , 20 6W AkLIAMAIIZED I'l 4 i _," � �, V!� _-A I - . . .. fig -, - . * 1 No , STEEL STORM PANEL ____ Mcm I 9DITOM -_ %-,-/ .. \� _ I 111 0,21 OMX-IN A SOL"" ANCHOR5 5,0� BE CNOEODED -7/e INTO THE CQNCRM BOOK UJIM, No ENDS 4 167 '� I 00"A'A AM. 1 J IDW� � _�_ , ME OF PAWL S * STATE Of �.',Ir MAM nL=,AA w- rp .1 * wm Watt me. TIP, MAL BE, PUINITTV), �/4* 0_2P Sci"s LISP SHALL BE I i/V ONO Ntmmum SAIWal ' , ' I = - 14"'S - ,_, _I 20 GAGE GALVANU10 STEEL STORM PANEL No 44167 % 1 20 GAIAGE GALVANIZED STEEL STORM PANEL OWMA, AD, CC "AIL0=4 L_ �� * A25-_� -- I M IONG NUT .". W - P, 1. ,4&C WAM ft : - __ ' INTO Srycw V V. cz — �LOBAL MTECTION PRODUCTS. 11C. f III . . *_ FXST, AND 0 NTUMI,�M FOR WAL� %J% pf0f -, - -i-_ 07/o/Aw * ,I * I .. - cm, --- on I) � 4%,.WeI VMG0 - ��. .P" 11.14-In!'Sw . IYU,4 �&. &- 8 - C ALURAMUmt, USE WW MR %~ ,Z-e> AV., �1=041 1."%W=M= ,AHItME 054)W-M.1, =1 I � PTM� DD4NUN-IS4S, #A,V (04MMI , IAM NO STUC4:0, - _?__±n�___7 — I - @ I:xz:XIL V%i"-, ,;-:; - __ PRODUCTS, LLC. We, N9010 11 I _T_ � - , "I"t" �__'_, GILORAL PROTECTION! z 11 Ma C 0-1 �. � CLOUL PROTECTION PRODUCT4S. 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Y7-0 N 1aRte1(1 41. 1 iZ Mxa,, ArlaE' - NTT -SaaTw A A Ipoi Palm; s ! a 01R TmP aoTTOYH � � _.I 2• t " ARAuaa, wPiN ` N••� N{aIX1R wEN,xEN 1 _ _,i' SPLIT =99 �,£1 (NATION I # SON,E IJ4"4st ,AI ,y SCALE 1JA`v#^ -Mw SCALE TJ'd .^d"" Owm L7MwJ. s""ri .f?, iA{ i r, F4 F r ,� pn. 1mxM,gNj 11ULLION SCNETSIiLE aE Gkv) Moe, MULLION REWIRED Nfa,oaS LST2 saHFnE}E a) 9fZ--15ae a€rtws9) aPAN CRT TUBE MULLION " c A'_6" ?' a 3' x 1/8" > 4-6• TO 5'-Ir 2' a- ea 1/8' �€f talaM l aES�iRPRESAR M1aN 461tl pAf, -TID R•t. Z' t #• x i/a'. • $MPpRa� YALtO fpR A5.0. iE RATRIG •, PA�75m- 5�t0 f��.D7i � aSl, �.. _` Q�NtEO EI'ETION 1S SSCALE , NOTE: MULLION N ALSO a�S�ALEEa Wf0 5't'ORM PANELS ON TOP >M BaT6OM 5O nM, O B LOLhTEO AT T{0r OR BOTTOM OF OPENING. LONE PANEL OPENING WARE TOP B€ 601TOM1 INSTALL AIJON DETAILS FOR REGULAR PANELi Q1 INTO EXISTING WOOD STRUCTURES ,vta LfM Naaww w�awr - 1 #ALA a a' uc - f4'a rpi aen• aa1AP 1 Y/�' MR 90➢]MWW "1. a ,. •ARn 1r wR •Pat t .- ,,. ..:<,. ., - l:-. '----m UUf(rai{ra'/RHiA,. ,^' I �sFyp f •••�, r. nl tPawwR•erm�nwL,Rrsw .•'. '.,, : .. y .- � A i/a• ,N„ir41M"a . ". .., i. ', f Mrt; /taS,tlm :YPnAma, ' :..� :.... '.-_.,. _,.. l^w4+/• ) gt"wte .- .,, � .GAP AL1eWAR w/ Dtlr 7.A9YWa+4: bWTaR RMri ' 9 m�Jy'' Aaan yayy ra+'#nl , E"IW NiaY P,wu'ft WI .. .LAN.s1s f� t oz. 2 i fa 1aNr9ll . : � , , aaPt L _ rE Tama n w I r I 1 i ✓a^ I rR Naea w,:ams a Drwaf r t , • sa 4,G At4R� I { Irr LAY 3 f hh ,at ,W4'oi as aortm€a[ ! m 1lafO i b T as a. aravula. ` � I (V. �srm } m °'"s � m ate. � �, i ! -A• -_ __-- -� i ! m'QkAW fe aax SD+aaRIDi, + } m oLX7aWALL$ I MaNOLATION - ALTERNATIVE 3W ,4vN SMALL i 4• _ 1• M9 Z arx it v 1R• 4s '^y / slAo • rids' ae � •Am •. Yea• •a9a Mat l i A. , y„' i a�M1gP#T 1JiAA BUILD-= MOM a MP z4ua r A •._, • row.rr.P r,. aAq m -. W l r a• Ns -Rwam • ALiTRNA it - .I�'IArLTA�l �! 9T1GTi i�v� L1K , , aa.PSris+4um wA•xnnrue 4€Pp+}MINI WRkELI SOAL.E. 1 f0 1' {y AT Lmaen4 r TONE OEIIJNQ # _n,0OR MOUNTING yMLI k CiOOR 01LUHnNi2 j BUNTING dll ALIrAMN - ALTERNIATM AW MIN LAi M -• ALTERNATIVE 5W WA 11 _._L � 2W (SECTHk A.S. TOP IS LtM11ES +RATING) .0 d1A7i.- SCALE: T/i• s I- ;IM,TA -tAt�� tO - AMNATiVE U D. DESIGN PRESSURE' RATING) SCALE Ile .. ,' Stu f• 9/#' + 1• 8'rw roe® P4 new NimaTo writlRtRorr aaa ERneW �iA. .EL&tdB:.Mi111 NG ,I d7aClIL - SEOmTI 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D, DESIGN LOADS }*�4,.J'�...•••••../%'✓Sg. S - 2. R:i: PANEL'S NC UP TO '-8 Q % UP TO S5. 7 0 ANO EL LENGTH itt 8 •'s• CEN '••. , � pp - .. 5�., S'... FLORIDAFLOREDA BUILDING CODE : HT h Velocity Nu cane Z°na:. ' 2, FOR NEW WOOD FRAME GONSTRilCTiONs WOOD MEMBERS TO @E' SOUTHERN � .... _-. PINE NO. 2 W - SPECIFIC DENSITY OF 0-55 OR E UAL, E osao `nl1EL0. rasa Fp, / E 4 � No. 416T z 20 GAGE GALVANIZED STEEL STORM PANEL utww an f... } wwYeWw° 02/7af792U NOTE FOR COFABINATION OF sE'x".fiTO�: .- \ GLOBAL PROTECTION PRODUCTS,. LLC. ��•, ST f)F,:... ,. / G TALI:.. imas,N:w sRtaT F TOP a: BOTTOM MOUNTINGS CAN BE ydF '•, : R40A :' .e-2a'' ,xur Tssmm a wraANr awC. n. •Fast. TO tr' n sP.4 € Caarj�-1st5, fwt: (ssajeem-ara>• 2D-17b ij J � :- u Rn a_ Dr 7ae wlwwP" COMBINED IN ANY WAY SUIT ANY ., ..•. _ INSTALLATION. 'r/(% AI.HNx� c+�.n��w9 l+ml m-tea, ,w r: paMa R4a wl:.M CLAY a€s nRNYtaG Nk J'"tN 11111 L'- WAITER A TLL,7 Jr.. P.E. a. •. - t1,EE'f 10 b'. 3a CONCRETE ANCHORS CONCRETE ANCHORS fOR CONFRE#E ANCHOR$: SEE SCHEDULE &i SHEET T4; (SEE SCNEnU4,E DN lAEi SC4enULE ON'''��'''11}.,, Fir p0°D SCREW: SEE SEOTa)# ONal, tb + Sf1EET T4) `';: 9HEE1' ,4) I"ASM,.- - 1a 2, & 10- :y 1f f� 2/4. 2A/4 3/4 OR 4/4 i, Z A iWJIS POMFD CwTE I ANu r :+_- -- 1' /Iln. I. w e 4 fbk: -` Alm. POURED OONCREIE REOURN {( * ,`.� 1 r� _ I f T T"t"M I � 7 �( � r i i r � {Era P,v�� t CRA>a:NDR P {artEWDR wse7J tareE�Nt ECR d SF3ARAnSNi': Fdl Lan. SFDARAi16N ty I.. f PANE } {l;?O ahNFi) %aO TAASs aaJT STUD c,. o.I- sruD o 1z + z D.E. sna 12 , /z 1 1 j AU,G1aiE T `LAPS 4`PxF J T IlAER1aiE ... b e' M. CASE 3 { 9 w W 5 1 / S+"E'EMIUIS 1 � B i T T f , t 3 MM.... CASE (SEE DEL. J +)� 4 C. { 0f# 2 O.. � Mi. lsEe nET / { y f � J) g�Eae V )a,. tOCATa1f } j � F ! e I 1 fgy (SEE, 1. • d 1 ✓ f y A A ?/ ) "< (A23ERNAR I:OCA1kN1 g DR t I ii3 t AT ENP AA 1/ Ta (eSEE AO'AaS. tJ PWR#FD CONCRETE 2114) DR CDNORER 3 i N 1E i I W REOUIRED- 1/4, 2/4, 2/i/+k 3/4 OR 4/4 ' 1a 2 & 4W/15 i, dE 1W/15 ALTERNATE LwATKM <-1 ON LIFE sAtf,Y PANEL t.- a AREWIND PA A ILE SAFETY PANELS . LOCATION OF FIFE NODE I.BELOW) S L. AM"PANELS W OR J / - SAFitY PANt1 t f_.: _ f REGULAR TRACKS ISEE NOTE 1 e BELOW LAST PANEL(� TO BE POTTALLED AS (SECFETE l i' °?.: ) JJy� DIA1 ON , In iAfE1Y y'TORM P,WO. OPENING SNALI SEE SCHEDULC ON, DF OR A1WAY5 2# PRf1NOED W PEAR HANDLE yy a / , t 1 SHEET . 9��;,iRB O Fv1sm' r I PanLD mNCaEtE '! I,YMIDInDaI) 10 BE INSTALLED RWUM EO NSTAL ED OR REM K INTENDED OaA. CONCRETE ANEN0R5� r-+:-" , OF STRUCTU � DR REMOVED FROM INSIDE !SEE Sn l SwXT,.) ELEVAT ON I STl 1 t N - Ei SCALE TI C IN�___L_4'10 '41rdsL.. �tldl� N( fT. iTgTfN I STALLATlON f �IP_r�I��Vli loll- Fa__II.. - SECTION 1 sQALE; )j6a # T SLOON ? WALE: s/B" = t' Go0o� i-roN' Mw ry ORP ttTQT',T3.'.4£. Di2a PANT`},"SrS_ I arA!w'CKfN.w .:. �'1 i y: T, LIFE SAFETYSTORMPANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) j OR AS AN ANTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). B NPTE t}P,ALM35 $. fM. ?EMEL'nON FE e N P R MAY T T , 4- 'M LJ SAFETY" A})G µAY 0 NO BE INSTALLED ADJACENT 0 REDUA PhNELS T,fS NONE 1) (WJ OR WIG REriUN.aR TRACKS:) . Z LIFE SAFETY STOR PANEL CONSISTS OF (LOW GALVANIZED STEEL STORM PANEL AS .SECTION 8-0 PER COMPONENT SWEET 2 OF DRAWING. tJt , SCALE 3/32'-1- THIS FYAtFI ALEOWS ITSELF TO BE REMOVED OR INSULLED FROM THE INSIDE OF STRUCTURE. - J. LIFE SAFETY P REQUIRES TE)P TRACK TO BE COMPONENT tD & BOTTOM TPAUBE TD } J� Qti.1P,, TI� j��✓� AHT 2 OF THIS ORk*NG. •••• •••• CONPONM YY: HE INSTALLED WALL OR FLOOR MOUNTE'D FOLLGWI G S=- IOKS } d ? v : •;•,? J`+r� 2 ON THIS SHEEt, A5 WELL AS DETAILS I & 2 ON SWEET 14. y �4:'y�Ca�NSF- • y FLORIDA BUILDING CODE {NI h Velocity Hurricane Zone s_ Min, LENMN FOR COMPONENT 6 TS', O. s �} FP. AN SPACING Fall CO'FAPONEhFI hNCH E AT BOT.'OM LS - DN Mot CEN�Y AC O OPAG N Roza tLTEW, arc. CA'F.N _ ® 20 . - GALVANIZED STEEL STORM P.. SCHEDULES i & Z SWEET 1#. *; * :, g GAGE GAL AANZE RM PANEL Ae COM)'ONEFFF-i 1MAY BE PERMANENT OR REMOVABLE •., h .• g�j, LAY E S. SEE @E7A.L5'fTN? 1NSTALLATRRd INTO W000 FRAME BUILDINGS ON SHOT 15; QR ��. i<le'y yr (:'. GLOBAL PROTECTION PRODUCTS. Lm I :R INERRI A O,LAE', 6.. •.. #FOR G 0 ITY F F J SEE TALENT DETANL APPLICABLE TO THE NE ESS OR THE INSTALLA d X - Pwwn 1>N1 -TB45. fAt:. laa)ertti-aaD7 20 f76 �i=TA�'Neyi+`�o. SPACERS.AT TRACKS INSTALLED ADJACENT AND BEYOND TO SPUCCO BONDS, r' r,Aa JVH7BD N//Y ea.+M Ye MANA0 iIs CA-0Dtla719 P.E �AV"-JDNh aaA A, TallT lr. w:E WA ar-ua : - 1 ya PF � MAXIMUM PA FL LENGTH "L, _ SCHEQULE"��EQU E (VALID ONLY FOR P A:(4 W&LATIONS AS M SISUDDIRS t THRU 10, ON SHEETS #, 5 ! 6) CONDITION OF " SOBER n/ 1/ayr-maz• s.� " & 1NMww A7 TAP a �ENAN OF AMEL INIQ EXI.STINCOMM_dt �� @I Q� STRUGTL►RES (VALID OFR.Y PM PANELS(DAt Q€�4WALAT" AS PER SECTIONS 1 T4RU 7, ON SHEETS # & 5)PRESSURE TO TO }}HNMt#1N7NIa,., r��p A Tf/^FH� • ' A \CENiye FLORIDA BUILDING CODE (High VslocllV Marc[cane Zone) Now'' No, 1167 '.k i' NOM INC 20 GAGE GALVANIZED STEEL STORM PANEL t DROWN IRPaM BP •-.. °'fm 2 Ilex •, 5T E�� GLOBAL PROTECTION PRODUCT'S, LLC �. , SA '1'".. • C.} 41am 9.N. Sl StR€ET Mw s..a.* w�Ar av nsalt wmNe lw nrmrr n.. ti lam-7tt,6. taB+ut•-ala7. 20-176 WN_TERA taEE SELfbASJ (` T°m�maw aS6A, -T2A 7 -S' qi lEc9 2 1N' lkWd3FD t TImIU 5 A ? a55.6• -i2D a7 -$ ro IT -IF Jifaa- a 3ja' UNBOLTED 1 TItVO i f 7 ABTA. =T?:a >a' -a" ro t1'-2' Mai, ? 1J2` A43,a. -1a.0 12'-4" OR LESS 3 1{?' x gLyLjFy�D# a, a k lO MfA;CMA1 XS.O.. QES RAl IIA'Q1e11M N,CNA9R5 BPdIDAG ATFI E-D- . 3 Tj2` •' 1 APPIlF.ioE TO f -. 3 _ T.WGWI O TAP -GRIP CNAI •.w laA4OMUE TFAAa1.E C WAUMe R PL46 SLI S1/iEiS la . 1 i FOR. A#IPIN6 TYPE ! SPI£atE 1tiR axTAtAATrms INTO WfIOO FRAYK RAMNlAm. fRNDRAI Im1eT1DR St>ACa4C3 AND 1mNMLw EDGE CSTAtaiE ARE aRtTED�i R95 SCFWtf. I�E:0. LESS iiMN INDICATED ON 6OfEDViE REDUCE AW:NdI 'IDrtaRi LAY Mu4lIRYaNt #.�aYi 9aFM ON SGNEDIAF m THE 1-OtiI.OIY•1G FAEiQId- fOR. TMB OPEMTaN, lb 9E POS9BtF. RF.D€IOE0 BPAat#D lIEI'AfxED iNSaa TALInR SaMH. AN � AFSa PIIW M'MM€N 80NiNn MOICATED DR ;kG91 Ai1CIgR TtBE AT ANLFMRS LE6E4'D. ARCaCl 7RaL of+,. Ijt•• TAFCOIa ai EtP--0� _ �' rXk-M a4f0-ftl Wa umlawealm {Ys) l S 1� } 2 +Pm 3 'aaraaflwu �* Tay a � s +n Pawl ;p.ryyetnfA.1 s— s ss/a s,JB s,/3 Ftaaa en gmaE aleaRaC1 LONNG B SUSHING W/ INSTALLATION v va7Da'7 D 'TAILS�F R REiiULAR P�NE { Ec AZ SS; -PXrEt LENCt/fi w'• To a•-D• ,M+o a ,J4• a:F.. INTO EXISTING WOOD STRUCTURES - , toR LENDTHS w Ta B'-8" wa. +NA AfA-+D -•- F 4 PAAlElIlA1E C.iD DR P,NETAMTE TRAP" U WITH 12 T O, C: WDN 1 Arn. THREADED /z PENEinARort HEADER tTAl LEIaT#4 NfA ro r F • 'T n •4 {c `� .ALL I '' -... / � W 4 n ,. d _ .. _ ,.. :.•`' ."� 10 rf d ) t z wmG 1 I a J Ef} sEl i t M` T t tbnf. E- a t Ea e 1 # ! t 'ALraraFD 411.000 1 _ j�p,,um { { ALTER KM J W ALTERNATIVE 1V t SCALE 3J8=1' 3,/B-l• 1 ,SCALE i 1 ¢ } > SEE SCHEDULE 'FEW "OR. ON 04M B dp Mk/SdA IN imO, OLA { L + z ) a E q I my EO g, t, E I 1 , ED t t � I �l - ':. 1J4' L0. a 5/9' LONG BRASS Al5lN,c _ a"+- - X" 4s�s/:y,^ a _!) W/ ,/A`s-a0=3• SS, M8 ! B f(a•. D,a_ FOR PA/R3. Loam W TO S'-O• AND B I D M. errc p sS 0:C 1/a•.C,{- FOR IE40M UP TO $,-e Mab II Yes PLATE r( OR 174-10 PARELANR FDA" a OR PANF1W RUS • 12 1/2' a. G WDN / •' r -, ALTERNAM 3w ALTERNATIVE AW L lj? IAn T a1FMED PENDWON AT MIN VIOTO OF Etl5Ttla ROOD PLATE FOR 2.4 PIAtE ': , — , fJr M T aNEea PmwTR • tED11aR!. DR PLATE SCALE 3/a- I' SCALE 3/8_1" - ALL L04INS UP TO r-e I! 1 REMRRIFRAM DIRECfi�lS lJNTiMG WMALLAMN CONRAMMIEO -.. NOTE : sNUtFN 1RAEN$ SHOWN CAROM RNATI1tE 6W SCALE 3/e=i" SCALE NOTES .T 3w'SG� Tit•/1" - 1. tNSTALLATI+55 ARE ONLY F i A>S.D.. DESIGN LOADS VALID OR BUILDINGS MOS WITH (.UA €1'+_ -,.• „ UP TO-1.55.5, -7ZD PS: AND PANEL'S LBNOTH Up TO B B . : •ER . �•�`, "�' FLORIDA BUILDING COOS (High VelocityHM17ja>ati8 Zane} 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPECIFIC DENSITY OF 0,65 OR EQUAL I No, 1V1 .T. +xiasa 20 GAGE GALVANIZED STEEL STORM PANEL aNF.P. €Bjjf,_,,,OR_ Fa"1_H. T10N OF EL1'tON_. ` ST _-___._? G''a', } � � {�''.,'k Ilk l]WT 6!LOi C. TESTIMQ. Q OWEA1f%n- GL08AL PROTECTION PRODUCTS, LEG. 4�°w, n- 1P2Ef TOP I COTTON Y MOUNTINGS CAN ANY COMBINED IN ANY WAY TO sort ANY/y4J'*�a�t`t• L• , •,,• L F - As.T-` Aw ,, W; It N.A., PAma � aw +••., LADE a•_+oa, rw, pmYax,a, PHONE, LAB# ( Maa-%a.5: FAxt iaS4}i�l••61Y/ 20-T 76 arAxaxa. Itm INSTALLATION.OA•09087t4 "••fn i7N SFA4AaICVaiVEfMIE- y •�'a e®'rR AR` LACE+ it W" is 1 8 + 8 i 1 1 8` NATE LOCATION --.... _.�.- AT ETD PANE AT END PANEL I i 4 I its 1N j904a Cj i 6 St STUDS 0 EVERY 1 3 dYERLAP 1 I i I I I 1 N i TO 44OLD PANES I� � tt i ( A' 1 A� t t 1 G. ..._..! 1_ s✓ 7_ VTR •% 1 A` J , J E StlE /1.+ SCHE,WAA1 i j..,-:.3' 3`_:. INTERIOR PANEL ENO PANEL 4V.. B - 1 1/4" - 'N SEE ' I SEE I; --1NTEliIOR PANEL END PANEL •+` FORM . ---FOR Wnn --.3.`,...., �2 PAR ,,.. P FFkT c.e..,S'" OR O�REM MOUKT '. SP�D�AA1 ANHOR MGHOR Mm. ANOP"d+R ND �_. _._ ,:: T'-31" Min,,.,,.- ... _ , .,..„° s,�.,._-.-...�-._..1•-3- Min,.-..„..�.„„-.„�...M„ •./t$* ra a SCALE. 31i6 a.. 1' _ ELQM MONO = 9' RGR MAXIMUM &S.D. DES19N PRESS' MAIING QNAIIi MAXIMUM �INGHOFI_ A I I SCHEDULE (gadj AT AND (8) FOR y. MAXIMUM MAXIMUM ibmillr, A.S.D. DESIGN PEMBE BONO 41a.s.f.) ANQ CORBESEQNDING PANEL LENGTH 1.�'" Gt�EDU a ONLY To Imnoss , A• ° •It�GFkT€?�FOR um 4 sm PANrk INSTAL"DONS INTO CONCRETE it N2M BL CK STRUCTURES { - T Wa--,yIAS,L,_tdOUHHSS.�IN.LILITNS %NTgyl)y[, Q � SSTEM ON SWEET 131- �oDL � _CONCRETE 2 $WJ FOOL L'^-L+A;T CONDIT.AT-RDT1�N..ii'..En.. 'a 9 l£B' A ROE otsm N �Op No 3B'kc' IyG.44167 it FLORIDA @UiLDING CODE HI h Velocity Nu come Zane) =, S s 9` N2fiRi0 p . 'LAWN RL'ffLD. D$` 20 GAGE GALVANIZED STEEL STORM PANEL FP- T nfMNN BY: Ct t'ti ^ GLOBAL PROTECTION PRODUCTS.U.C.7ria Is,Tc _ .._.`"� ENc- k Nw, arc .. wa YanNa a 4.af TIVIT PMNC FL ON sx. W314 NOW, (ascc)aam "4a TAX tw)w"m 20-178 P14) 2eR! OR-OD0a7TB4i Is 4aN1TQ A TaLrr Ar tlR+NVINa Na P,E, UAEirOME r wR 4 OF 1a. VAf ASh MHRM C' TAP-Li1P Fitit-#e Iw�MSTE F€1fN£ a. PNFISWE RUS TO �CTWNS f At WIXWOM PAt%L PREBSuld : .A,f1 RA1PAi ro 1a CONCRETE �� To CARICPEIE E aLIX'NT To aLDFI# ro Cd1CRE'IE. F BIDCL � lY T1E11 LENCR+ ^� lfcl N/A NJA N/A 4' NfA B' N/A 6" N/0. 1 @ 2 (TOP) +59:0. -7x.Q B" B" B` B" 9'::: S. 9` S" t tBOTTQM) 5`-d* OR LE5$ fit A T'i/. N A / -W.— 6• N A / 8` NJ A 6° N/A J 1 Bt x dP (TOP) . ./.-�,. +99.0 -J2.0 S' S` 4• 1 # a B' S' S* e" 1 BOTTOM (BOTTOM) +55:0 -73.0 6'--B' _..6, 6•.' 5" #" S` 1 (BOTTOM) €A A�6- PRr<sNtE, RATRW ft r i + sA' w,+. Fsw mP n ,waq VISE a is+im a r W. rRae roR» 1 ��DNS� � OF THEM m NEMAnD MAwMUM PaNeL LEHcni "L' tR1 T I. ++S.a -61.5 3• 3" 4 T f2' � t f2' 2 t6DTTOM) 7'-e` OR LESS +92.6 -66.0 3' J' <' #' 2 (BOTTOM) T-b' OR (ffi +55A -7211 -a tf2" 2 1/a' 3 t(2 2 (BQTTdiI) 7'-ffi' OR. LESS +59.0 -T2Q. a #f2" - 2 i/2• NIA -_ N/A 2 (BOTTOM) 7'-6" TO B'-0 59.0 t7 N A N A _ a' 3` 2 fmTloM 7'-6" TO 6 -a +Mar» AaD. oE'u, v.a. wen la,aw Nar,VR s�x.+lae I'aMt e�aE AotnD W7d T•' NL) ,D MI&'i LeD SYGRmtS) aa,mva n5a.0. -YLa SEE i6 f AN StkET OR C#M� TYPE 8 SPlR.TND FOR R+SOL]ADCM anO FRA1E LWIaanA ANCHOR SPACINGS AND AW,eIW iO sE OSfAt�E AIE walaXlFA ON lid SONEwtE. FOR E.D TEST 71MN aaArA?CO ON sL7fEOLA£ PEOtIC€ ANCHOR SPACING Wr IRn1PlnNB SPMJNO 5h#vaN LAY SCHEDULE BY THE 1'OLtOWNC FACTORS. Fm# 1NYi oPERATIaN roeE P0548LE. R£DIRXD SPACNG OBTAINED FACTOR NOT 9E U9M10 SNN.L LRS THAN #aNAtLNi 5#NLfA10 RITNOATEO FTRT rMCN AMGN°R TfTfi AT ANCHORS LE.ENA1, 1 PW t / r J ANCIgR 1VPE a� TNT aaNg n :.r _ wIA .Nc,aR APADNa.. Pni a 3 ] s 2 ffa Rmaa Arm � � a tAAAwint �� ADAPL E.DL QSIIiE DRaNCki AF44gR .... s,/Y MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.9.f.) AND CORRESPONDIHO-Wimum SPACING SCHEDULE FOR RMULAR SJOR III PANELS t D & . INSTALLATIONS INTO EXISTING �CO��NCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FAR PANELS Q& QA MIXIATIONS AS PER SECTIONS T THRU SD, ON SHEETS #, 5 A 6)11 ANCHOR Sy�N;:,`CEMJ✓%kiss r �) `• P : FLORIDA BUILDING CODE (Ifh VelocityHurAcane Zone ' NO. 416I Q muca. INC. 20 GAGE GALVANIZED -STEEL STORM PANEL F,P. ST € (� "-`�"z GLOBAL PRBTEGTit)fii PiSfl}U U.C.arfsv:cao fi'• 'c1 P .. 1'L a *wf sf DIRECT ` oec / J 19 .r, 2d Aw ' e� 33114 as ws:. r m wma A mfw FAQ 'Ir)m7 lR:e' tasa _T 20 76 J J Q JyNNN NN�� !« , am Ass :m,. 4m m,w, aaraa4, •ae TrAwRNa ra. E S£H.fStBN+dUPE,/OpE CA<apeBTtc iWN.ti# A RfLit aT. P.E. 4ta tt-f. ' a - - SNEEI a iWaa �� NAkIYIAI ANCIaRS awcPw �R PA. + 3 T/2' - ALSO, DESIGN FF TM -•CARP CAI.#L-IN PN{ELWTE TEMPLE a PAVfiMA1E ttUS �a SET ~-ABLE APPUU&.E TO SECTIONS I A AWIIMUN PANEL PRE55#k� � RATING To C roeoNeleErEmNcarrttoeaNZac1EcON�aSrETocoNCAEIe cm�Ert ro coNCRETE meMEY€ fRDCNBIOCR ToeoNF+N;rEelxfe�TE N41' OQYBR�,1n0a1 of TNEuBLOC![yMvBI.00N LE1'IGit, t' {n,) ft1w. N/A N/A 5'N/A6'NJA4'NfA NfA H/A 1 t70Pj NfANJAB"NfANJAttBOTTOM) N/A 6" N(k.NJA 8• NfA NJA NjA. 2 (TOP) 6' NJA N/A N/A 6' NfA 6" N/A .NJA.. 5• N/A N/A N//q 2 t611TiflM) �H,d6.,5, w•72.0 H• FljA N/A N/A 6•� NJa. 6' 6" NJA. NfA NfA 3 6. A (TOP) 97',-5' 70 !3'<$` OR LESS 6" 4" .� NIA, N/A 4' 6' 6' 6" N/A Nfi+ 3 (BOTTOM) ' 4" NfA NJA IA 6` NJA 6' - NIA @" N/A NjA. I NIA 7 (TOP) N/A N/A 6' 6' 6' 6' 6' ,E+" WA NIA # & 7 (BOTTOM) N/A NJ A 12 1/2' 4 Ile 1 1/2- 2 ffi Ile 6 Ile 6 Ile 1/4' 6 6 Ile N A f / N A 9 OP OM (r /BGTT ) 5D.0. -53,3 NIA N/A T2 t/2' 4 1/A' T2 t(2' ffi t/a' 6 t/#' b Tf4" N/A N/A b (TOPjBOiTOM) '-B' 70 1T'-2` +55.0, -72:0 N/A [ NJA 6 1/#' N/A 6 1/4` N/A 6tf4" ! 6 t/#' 6 1/#' I 6 1(#' N/A , NIA 6 {TOP/BOTTOM) 8'-B' YO TS'-2- NfA i N/A N/A j N/A N/A N/A N/A N/A 6 tJa^ 6 ,J#" 6 if<* 6 1/#` S. B. 10 (TOP) #3$ -48•0 B' 4` N/A N/A N/A NIA N/A N/A 6' 6" 6 Tf4" I 8 1/4` 8 (BOTTOM) 1Z•-d" flR � � b " 4' N/A NjA N/A N/A N/A N/A 6 1J#` a ,/#` B (BOTTOM) 6FS5 N/A NJA N/A NJA. N/A N/A N/A NIA 6 1/4` I 6 1f#' 6 i%#• 6 ij#• ld (817T'f0M} 9.E 91RETS TD, Pl AND72 FOR ANF1dOR5 7TPE 3 SPACING IRS wA4TALA,AT10N5 ,ALTO WOOD FRAME BiALQta. IAINIITIM ANCHOR SPAINND3 AM IdRaMUN EOLL. OisrAwDE ARE aIOIDARD ON THIS SCHWIIIE. FOR £6. LQSS THAN AIOIOATED fRA SCHEDULE RFDt10E:. ANCHOR SPACING BY IAIR.nPL,PdG SPACING SNOwN ON SCHEDULE 13Y THE FOLLOR/N0 FACTORS. FOR TNia D)+ERiTWN T4 8E. PDSS,W.E. REDUCED sPMNG OBTAINED USaNG <ACTOR SFlHI. NOT HE LESS lttW ImNwVN SPACING a�T1IO FOR EACH ANCHOR 1Yi At ANCNC.RS LERMNO. Ai101101t 7T}E if#5 _. �.... TFFOIXi TJ#'• 1/4`• IJ{`! 1f{Y if#1 G' TAP•-dm iAHBlDSTR FSXIVL O Py1$1'gl[_ 0A11L-N _. 9GD-gt Iimtt A1,Cpa. �'ACNC {Ra ! a 3 7 7 1 J2 S •smt+anaw o.,r.+. Cw1 ! ] s IAawel Lbnaella e'en pxt ] a 3 ,f2 ] 1R Pratte, to Cm� takacF) F A•D T o R 3, Da 3 1 INSSTALLATiN DUAIU FOR REGULAR PALS(! & INTO EXIST-ING WOOD STRUCTURES lii� Ir i i ,t' t - O iHk17MTE PLUS i. O PANELaALTE PLUS n • 4 P )4- F PANEIAtnE PLUS I. -+-. 1 7JO .,. ,. + •, b SJA O,F,.. Wj # T(B •; __:+^ - ..> T 1 7J$ DE ISNETYJ f9 TON t THREADED` TNN4 TO WOOD PENETRA YkD now 70 THREADED PFNEIRA TO ry�-A ER } PENEDAA D. -.Ai+kO t - i SnNF WE1tY7 N&wER A E%lSnND WOOD HFAOFA ETD E7nsTiNG WOOD HEADER 1?E£RARED"' ' I Y R F L v 1 T�: s 4 i € r� d L i Y /y NU e e NUT S _ t it r N t w D,vn- SnDs r o iTW rtl�l' gPdO s1R71+' e i S i I I afAO itA'DO: 1 # l A' O,C, L WOOD HEADER -% RD00 HEADER € 71EQLaREO- j I "a" ,{ � REQUIRED � TEE SCf[OUNF ON SIT sasntAE on + SEE SC,FD LE Or t j S,EEi a Shw a {_ SHEET e ; F9q FTRF tWc SEt•ARIYTgN Fat RH, SEPARATION , TO aVu•s ro C4A45'. iO aIASS. -. _3. - --_ -.-_ --_ _. MR%, PAN LENGTH Wm. PANEL LENGTH I iy ## --...: , _ NRx F'thIC1 LENGTH I fpy-Nn Sa (SEE NOTE 1) ,j A-7W 51 {SEE NOTE 1) 1.a 7oz zs {SEE NOTE 1) YS, Nf ?/AY i ' , ws wj T/Ca i afs2` MA - --- wND e EvlRr 4NP.RAAP 1 t o EVENT tNFAtAP 'y :. a twn DA'Ia.AP 1 t (II I I F {{ I Sox i ) i f 5Ms Ef 6 YA �. t i 1 , OF i` , OF MPS€ MAXMIX 4 I m,MmW T A'•a3f32' f 1 N / wILC. -.:._. is 1 o.c ' E0, �� 1' tAaNY S/l" a EQ- ,_ - /2 EO. f7 1'g"L2G 1 LAG SCREWS 8' O.C. W/I 1/2• 'f YIN' WOOO_PiJ.iE 2"x4" WO PUTS is WN. THREADED 21+• WOOD, PLATE -i Th10 PANtiY47E RUS _j,-� REQUIRED RETGUNt® - I ! ; - REOUIRED PEXET1µTaW AT ! B 1Ji'7f8• MawwTH OF PATE r 1 Js'R LAG SCREWSMID WXYTH OF PLATE "E' O.C. STAGGERED Wl -ON DIRECT � TING INNS- LL-�_TI_6N - AT MMIDWIDTNP OF PLiATTE WALE 3/�i" - SCALE 3/8-W- 130IEH: 1, INSTALLATIONS FOR ALTERNATMES 6W, OW & 70W ONLY VALID FOR /ENHiI#lltNNl SUiLDL s WIT UF*D'fENOMN�LOADS UP TO +43.8, -48.0 P,S.t. ANDPAN � T1L(fl✓� aW�� 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE. SOUTHERN @•: "`'• ' `...5'N. {'i arlC 'ay PINE N0: 2, W S33EC6ftG oEtaS117 OF 0.9$ OR. [OUAE, ' 'FLORIDA @UILDING BODE W h Velocity "Ur cane Zlsn$) / .� ,. m •--ION OF r 41 _ a Tcatm, N G r,P. a. _ _ N r STEEL STORM 1}Qg_ FOR EnMerNAtat1N OF SECTIONS,- ,, . * � 20 GAGE GALVANIZED E PANEL 000"a, TOP k BOTTOM MOUNflNGS CAN BE Cyr-_ -- y/ r'"N's+"R•'� ••' a,Ja/]a7a Q ST lE "-= -'— GLOBAL PROTECTION1 PRf14UCT5, U C, LATE, COMBINED IN ANY WAY TO SUIT ANY '• /w► INSTALLATION. z'S' Ar ®TALC. aW0 OAP: Si STIEET uA , o ., t R1 .N• ILiMF.. •. ' DW t MEfD{f10 Tif]tF YES -- LJ. - �C ....•� ;/ A. ar.. w. J $ R. sx WrM au,pEe S�B+',Lma-'rsas �a: {ss+)eem- caoRr. n mac - a7a'f ummmw *ri a" �e•,nm an-,mo. r.,,anl m-,nt J/FNFata aRA't N NAlla fi.-0006)19 amr raa.>a tit 4N-w! H4r4me .R N4 SEALI'#aNATUAFJ4'.1E aal.T£i A 11LtlT A.. P.E , W-+•A - - el[ti 12 M m INSTALLATIONF INTO EXISTING MOD STRUCTURES TO aDfO{R WtRIO - gQ , ' 00 j{ rinnn.R�ER �• ED• - ! REWMiD S f # I wFADm atLD � WDooHEATaER REDuwEo x •ALAS s;' 1T 1 A T E ATiVE 1 Ai,e�.l3l� ALTERNATIVE 2 t# f/a' N: lNrs) tsET - rfA'4a,' Wrt*wE {j '0. 1//4) , ( $ t - 4-. iSCE EpI- 1 oN s1AET t. H SLTMAT i CLASSTO i Ede ED 4 i i Eo I EO I+r wam PLATE i { : t Et 3 RETNARED i 1 r '. S NOOO PEAR I L ALTERNATIVE 3 ALT'ERMATIVE� Ire REOUI$ IIi� .•-4T4RENETRki AN/, tN't0:'+•`af6' 11R1O aUBNaio W/ 2 m AL__3 VE N9QD CONDITIONS ANCHOR LOCATIONS ; ; 09 Al FLAME A ATE PLUS w 6-os POKIMYON to wliao SMALL, 3/a" . #+ 71LR£16ED PLATE NOTE : %wn" TRAC" NOT SHOW TOR CLARITY WALL MOUNTING li SIALLAT-19 }}`N/11 T1LNN'I'a, ' A:.., Jr Ai.T NAT yl 'AO' ... � .- - ' �� ', 3011L ale r r 'T y�CENSF y _ NO T = FLORIDA BUILDING CODE HI - Vatoc9} Hurricone Zone) - ' = * : ?� � MM TNTWD "C- 20 GAGE GALVANIZED STEEL STORM PANEL FP- vault �; ,, INSTAALA1aNS ARE ONLY Mi.N FOR BUILDINGS WITH AS& DEUGN LOODS UP 4553i.0 W AND PANELS LENCINSNP TO a -a. TO F .�.+51'`, 'ST Q 44f .._--_�- = ''s� -',., FE RID T' 4� w4aae �ar p/e, I! Q GLOBAL PROTECTION PROIIUCTS, LEG.. Dal2•/MN DATE. 2 FOR NEW IWakD FRiMF- OoI7STRUCTmm, W000 MEMBERS To BE SOUTHERN PONE Na• ?,. Wf SPECIFIC ODISOY Or m" ON EQUAL 4J�(C •• AJJJ r'�il A'` ii. FP IN'C- ,#l7 a ETM#N NLA COMPAwY B-w;'tl siREEr Cam.4L kS!.TE F ,* F a \ 17N1N 1lHRnl < R Nw rr, ANp M. SA'L 4.AV.4 tan rinro7 arL_,On,fna7 Aa+�Tel+ , 54 T PHiaA-: RS. n. IRA, is iaa«9'S -1 20 76 'Ay,(5✓DWAiGM:/DAIE CA^Opita7tm RNLTER A ri,uT Je.«:P.£It Ott ♦ warps. aNf rR x. awotrn4 Lie mimtu s.. _. ,. I _. tNMMfln Nt• 'AWaET ,S of 7a N C_ N Cu O -� U .� N O CD 0 ^, -, i... O � C^n C O U- W Co U O CIO U- p > ._ E /`1v� 2 Cu ..a .� VJ �V Oil dram•." t� n d V C i mD fj>4 m� 11• GL •r+ = Cn C Ln d © CG • a7 HO] O E c ayi •art v _ 7 f,J 67 L d C C lT7 O C. CJ a.. W 0 CL CL T U CIO O L_ U '^ v We G Q z Z Q J SHEET NO. SH 1.1 ------- ANCHORS (SEE SECTIONS ON SHEETS 17, IfL, 19 & 20}- $07, 4A/17, 56/t0. 50/18. 1 MIN, "AW/11k 7AW/111 & IIAV/20 saw/go 0 0 0 0 0 UFi 51" PANEL jM4EL 7! I T r WAS" AN t: avww to, 01t "'a some, COARM Loo"u" 3: Max. 5k/ I415AW/ts, 7AW/19 &HBLAW/w YRR 40/17. U/18. ado/is, M/It III ww/w MIN't (SEE SECTIONS ON SHEM 17. 18, 79 a 20)_.,__.___ ---- - ----- OPTION #2 FOR UEE 5AE MPMELa EMI* SCALE vie. 1/4' MAL W 2" Dw QNAW � 11"ME way) 10-0 MAXIMUM A.S.O. Max, PANEL LENGTH i MINIMUM SEPARATION PAJ"E�l DESIGN PRESSURE RATING L (m) (SEE SECTIONS) TO GLASS OMTT ON +55.0, -72,0 w -8. 1 2 3/4 1 IN 0 fr 0 AN, THE" AT WOW ROSTRA (BEYDFA} FWIWOOD PLATE PL.Tr WALL MoUnme INSTALLATION WALL MOPMTING INSTALLATION ALTERUM GAW 2-BLOWAR-CM AMUM&MIEL SCALE SCALE 1. *ISMAAT*NS ARE ONLY VALID MR BUILDINGS WON A.S.D. DESIGN LOWS UP TO .55.5, -72.0 M 90 PANEI:S LENGTH UP 70 V-r, 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS 70 BE SOUTHERN PIKE 40. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL C, ED 1/4-AF-M.1WINO NUt PANEL LENGTH (SEE tCHEDAILE) Alt IALL MDUVMG ItMALLAWN &MMMI-M A UEE-SAFETY PANEL SCALE 0 8, ox. THW-IOED WOOD NS PANEL LENGTH (SEX NOTE REDW) COMPONENTS FOR SERIES 2000 & 1009 E-Z HANQ STORM PANELS (SCALE 1/2-1') Rw 075* 2 500 Typ. Z144 14TIP MEAPO* STEEL 3.t3i40' A- a4' HEMMED01ADE 50 MINIMUM 11--fa GALV; ALA 48S ------------o. .250 0 mom REVERSED "hw TRACK RMEM 'U* IRCK Pd!Ns W/ HEMMED CY'A, :I F .12 12b' HEMMED I. ISOMEOLC VIEW DETAIL A 2"00" 2.41 b" ROLINDED CORNER 0 ENDS OF PAWL'S END LIP W1 HEMMED EDGE (N.T.S) H_J �10_i --- - ------- - ft� �T, gg *F i 6061-TB Alum. ALLOY A40HI44 0- IF .44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) gm TILTWO, W_ FY FATE 11, 20 CA" GAVANIZED STEEL STORV PANEL OWN OR GLOBAL PROTECTION PRODUCTS. LLC, calk. A:x3-(Maxj ALWd. ANMI STOP MR 46W S., 5 ScUEET I I I LONG awk 03PI. 20-176 6083-TS AIUM ALLOY . t* 22 4W-261 URED CONCRETE OPOR CONDFAM STOOK REQUITED A ow AIR IRMILLA110N DETAILS EQR OEIIQN #2 EQB..IJFE SAFETY STORM PANEL 5ymm IN -TO -EXISTING E"U ED CONCREJE Of! CONCRETE OLQCK SMUMURES TAPCON ANCHORS ------ 44*� M TAPCON ANC"_Y,4-.TAKON ANCHORSs ox� TORINO( #40%)RS A POURED I= Wo� NUREO MICIETE1 KwX mauvew BLOM REWIREDOLOCk REQUIRED I _J - Mo. I= soms" m EX ii v-ou" W" Nut 0 VFDAW a 31sr wwo NUT /32 a 12 113" ox • ptLAT 1=044CHOR, PUG) W1 STUD) IM21111 MCOM.C. REQUIRED H9 INK I AT ON SO" val-1, sa SAW fie A 0 1" .1vw" rfm NWHOR Tft Y-0-* - - votm SPACft FOR Vl= WAIT WOOD TIP/00 {Intl A FRw outow. MINIMUM A1140" SPACO" AAIT Al"W" axz mmwr Fat Aeowen ON Im *oMeew*- 3 sc*16ADJUE Mo M U:AAs III" to"= AM DN A.M. K"41A by Tw MUOW*V fAmm, FDA SPACING TO a POSSWE "CUM SPACING OMNO 0M AGE BE Ms PIAX MINIMUM =0 O*CW' FOR P4 AHCHW TIPE ON THR ALMOXILC I 1 3 , w fo�� toZan .gv,o M WIND NUT WIL O.C. ( ANCHORS ANCHI Ale O.C. F f- /��/e&S. II&S. R/ 1327 YANG NUT WASHER INUALAM19MAIIALLSLEN QFIIQN #2 EQR LIEE SAFETY MEM PANEL SYSIEM 'WOOD STRUCTURES INTO EXISENG n 4- A THREADED THIALADED "IT/WWN AT WOOD Z PEAETRAQ1NAT WOOD Ile Ile 1 WOOD HEADER 2 REO tI ONT to &ASS As w Mix. SEF-AM" V ! d UN PANEL LENGTH PAWI. GTH FJLLSTING ON SHOD 10 (SEE Nor I BELOW) {SEE NM I BELow) S.S. ws. 1w;r- 7�*l f . WING MLR - It 7 A 4/132 WING NUT R ;5/w, WING NUT 2"ke woo Pw R'Ne w000 PLAE& J - T a a Ile ac, R (SHEYONO) REQUIRED #14-M PANELMATE PLUS #1 10 AANELMATE F146- - • 6 W/I Y/A 6 1/4 O.C. /a MIN. T>•'dFLNED PENETRATION MAN THREADECI AT MIDMIN Of PLATE Of PLATE AT kDAiD AALL UOUNIING INSTAILI.ATION Do =0 QN Alm_s"_ JMVE BMW TQ7 0 REGULAR PANEL 0 LIEE SAEM EANEL SCALE 3/Jr-1_ '&EN&e. % "p ' SCALE FUORH)A BUILDING CODE J1419h Velocity Hu "no Zone) o2 No 44167 "t 1 m vj= w_ 20 04E GALVANIZED STEEL STORM PANEL PY I ANVALLATIoNs ARE ONLY VALAT FOR OUILDINITS WITH ASD DESIGN LOADS DRON or, UP TO 455,5, -72.0 PSF AND PANELS LENGTH UP TO 0`-8*_ 'A olo"" GLOBAL PROTECTION PRODUCTS. LLC. cab 2- FOR NEW WOOD FRAME WNSTRLCTP41 WOW MeMARRST4 BE SQUITNERAN Tlm_-Co.lr.\ FINE NO 2, W/ SPECTIC DMASITY OF OAS OR rmw_ f9ow, loA+re U4.% FAX- (111A)MIR-07117 20-176 WALTER A. Ruff 04k owwwn FIANDA Ib /24 ,4np- I Hair 2 Ong" J,ul'sMs V/24 */24 4 Al OR W/o JKLIA) 2'/24 b� V/24 nR (SMRM A gapo) Tpih- 11:1) a 1ACH IN Come" Aotwft or SHUT 25, MR lascprM 0) IAHM 26 MAq, AT 2 MT; L, -T1rr-iTT,Tj rA END wrieOR vxAoAL) "am I.(END PANEALI IELOW INE L! �- '1,JV tt i�t-t- BMTO Paa� �_J= e1_4 Ir. L JIL,111 MUM 40 �L' 49 9 T. IT T IT II H I FT11 J T 11 U1n 1"iITf hi-fi J1 f 11 pi I IM 11 11 I I i 111 w NOTE 4 BOURY I -W-PANELMATE (Typ) MAYtE AT -:ENO OR JS IV IM " IC& ELEW 100 F_-Z MANG M MLST VAX 313r - 1* _je 1+'1MriMRAr T'-a)v GBA & 0 0, SECTION A SECTIQN 6-2 ARMS) -A Batt 3vw - i. (1). MaRM Ing SERIES TWO: E - z HMG STORM ItL SYSTEM CONSISTING OF PANEL 4. 07 TRACKS AT TOM PANELMATE PLUS OR 15' LONG V1111 BOTTOM W/ PANAMMAIM 2 PANEL. SYSTEM COTIMNO OF PAM C.M. PAB (2)- END PAWLS SHALL ALWAYS BE CONN"'m SILL WA" By WEANS OF (2), ,FINDPANELSSMALL ALWAYS BE CONNECTED TO BOTTOM TRACK DDHERIMSE A STOP BAR - M.- -- AU- ;zt VOTES p PANEI$ 7/?4 V A TOP OF SUCH PANELS. WANG, NUT OR la(201,1 MK XTAXIE. Caj� AS (3); IF END PANELS ARE CONNECTED TO vg5y TRACK, CONNECTION SNAU CONSIST OF DESCRIBED ON 114'AA-20 /e MS. U/lr=W WIG NUT OR IanJ4" Min. THIUMBSCRIEW INECEAP4 BOTTOM TK; OF FASTENERS A EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE AT END PANELS ARE . :L EXTERIOR FLAT FLANGES OF END PANEL '(PSTOP BAR (4� IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK Ali; qA0%M 60 (Mr-,E PROYM AT TOP OF ��09$M fs owy USED Al TOP) AT LEW M PANELS (4). FO&CAUARONS WHEN END PANELS AND TME N 'Y TO Exi, O= ZS�A ONE %,1A11 BE ANEL Cr=j.N 0, TRACK 4ou X MAY NY WAY K USED JOINTLY W ��SPECWATEI) 00 NOM 'V) AM IN SUCH PANELS R NO SA/a IM XMOTT0M ATIAC14M BOTTOM TRACK TO WALL OCCUR AT LOCAT4N W/ TWO PAINEILMATES FOLLOWING NO SHOWN ON ELEVATION AND W (5� SEE SECTION 1% 3' 4- ON SKLT 24- SEE ANCHOR SCHEDIA11 ON SHEET 2& WK EDAM DISTANCE. FOR THIS : Vj V 1/2" 0 AM= =MSED JOV M ZIL 00. HOT NEED TO BE CONNECTED T SNAL INSTALLED THAT ADJACENT PANELS (V E LEFT & RIGHT WE OF PANEL) HAVE aM1allopiIIHIONNA" MMAPS RETAINED D BY W EN -tORIDA BUILDING CODE (fth Vol op"t Try Hur ry, Hur can* Zone), No 4 161 r 20 BADE GALVANIZED STEEL STORM PANEL mww erg - -- - 07/211/0" Ur GLOBAL PROTECTION PRODUCTS, LLC. 11LIECOtsc- Ae�&� A 0�, to \v 4, AD AAA, 3. 20-176 INSTIALLATIO QUAILS FOR OFTIQ8 #2 E08 FIFE SAFETY STQRM PANEL SYSTEMC INTO EX15TING D CONCRETE OR GON-RETE OLQQK RUCTURES TMWON AWHORS A �+ INOON mc%m 9 04 POURED POURED CONCRETE OR 2.ED2m.- OR CONCRETE 81.001 RMARREQUIRED 'D.0 lk- fill '//4 CD IM ER .CLVAIE PLUS W/ 14's FAR WKV= 3/132' WINO NUT WASH For colefBLOCIA REQUIRED --ewqm CONCRETE QUIRM AIR 014CRII OR CONCRETE: BLOCK RE WAU MOW w LLAMN MQUfMtjfi INSTALIATION WIN SCALE 3/8--1- Ile. i/e. A TEA SM SAW I & 2D IN ANCHORS TYPE & SPADWO FOR9.&AUA= INTO WOOD ROME BAX$" " Jeam wvow 0-4 3 % IANWUM ANOW SPA0143 AM WOUM I FLORIDA BUILDING CODE (High valoeffy HU Done zoplo)l C= 4 z .44167 onvoo AM evicom a" INS 3 ilk It 02= tkwo; W_ 2D GAGE GALVANIZED STEEL S709M PAWL : R STATE am" RE Ag a"ft"'t"A oft 011011MV TAOM er BY THE fWVWO0 FACTOWS, FOR - - opsegrok-w K POSSSUL REDUCII) o R GLOBAL PR07ECTMN bl� svzea orwo usm FACTOR &ANLL NOT-ao PRODUM LLC. FOR a" women WK (" ?AS SC-ML41 3, BE d3t THAN MWWUM SPACM 01DOED v litilitit" 20-176 aff 'E.,NW., DRAM" R. SH0118 Orn OENEB& MM YKJO H" EM PMFL SMMA 1. C-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALLATION BOLL" (P,E-D,) HAS BEEN VERIFIED FOR COMPLIANCE it, 8-1) MINIMUM EMBEDMENT OF TAPCON MCRORS AND PANELMAIf FEMALE 10 Ik PANELLIATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE BLOCK SHALL BE 1 I/e DESIGN THE ABOVE MENTIONED CODE. 11,1� 061 A�E.SILTOVI'8 a2) MINAMW EUBEIDMIDIT OF 1/4-0 X 7/S` CAILK-AN ANCHORS SHALL BE IS TIr UATO CONCRETE. MR A N BY .r VAH SHUTTERS WILL SE INSTALLED AND NO EMBEDMENT AIDE) ANY nNAsH MATERIAL SHAU BE PERMITTED. ;g : LEY .ff A FOR A NOT EXCEED THE MAXWLIM (ASM.) 1/4' 0-20 65 SIDEWALK BOLTS USED SHALL BE LONG FINAOUGH(SHATOW ANY FINISH..MATERIAL EMT) To DES" Pw_1_AAR5 RATINGS IHD*kTw ON SHEETS 25 & 26. 04AM 3/4' INTO ANCA40", IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASOf 7-18 SHALL BE FIRST RLDUM TO AS DESIGN WIND LOAM BY MULTIPLYING THEM BY 0.6 AN ORDER To 5-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, To COMPARE THESE Wl MAX: (AS-0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. ANCHM SHIAUL BE LONG ENOUGH TO BEACH THE MAIN STRUMITE SE4WD SUCH PANELS, ANCHORACE SAVILL BE AS MIMONED IN 9,1) AND IN 9.2). AN OROM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EM AS TESTED WERE FACT OVER STRESSED, A 337L INCREASE 114 ALLOWABLE STRESS MR WIND LOAD$ WAS hM USED IN THEM ANALYSIS, FASTENERS SWING TO WOW PAS BEEN DETERMINED AN ACCORDANCE WITH N�DS� 201E (C) ANCHORS SHALL BE INSTALLED MlOW1140 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF T K ANCHOR'S STORM PANEL'S ADEQUACY " IMPACT AND FAT" RESISTANCE HAS WEN VERIFIED IN ACCORDANCE WITH SECTION f626 OF MANUFACTURER. THE ABOVE MENTIONED CODE -AS PER FENESMTRIN TESTING LABORATORY, INC. REPORT 1 2032, AS FAKATOOGLS lm-20L 11 IT SHALI BE THE RESPONSHOUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS a THE STRUCTURE WHERE SHUTTER TAS-= AND 1AS-203. Is TO BE ATTACHED TO ENSURE PROPER ANCHORAGE, THIS SHUITER SHALI ONLY BE ATTACHED TO CONCRETL EILO" 2- THIS SYSTEM HAS BEEN DESIGNM TO BE WSTALUO ON THE OUTSIDE OF THE OPEN3NC- ACCESSING TIE OPMNG FROM THE OR WOOD FRAME OVUINCS. INSIDE W/O THE USE OF A LADDER OR tfrt. 71015 APPLICATION AS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN AN CONTINUMIS - FROM THE OFUn INSIDE CONTACT WITH THE BVILIM 10 PREWNT "V/W* INTRUSION CAVIX AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH, 3, SERIES IOM EST' "ION 4 APPLICABLE TO SINGLE AND DOUBLE 14UNG STYLE WINDOWS WEN INSTALLATION IS RIOURED 10 at PERFORMED FROM THE INSIDE or smucium t3 STOW PANEL INSTALLATION SHALL COMPLY AN SPECS INDICATED AN THIS DRAWING " ANY BUILDING AMC 70MN4 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70, 4. SERIES 2000 NSTAUATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAI SLIDERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14. AT" WIAIDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEM- IS PATENT PENDING. 5- All ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPERL (UNLESS OTHERWISE NOTED) 15- (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE INFORMATION FOR A SAM SPECIFIC PROKCr-. i.e. WHERE 114E SEAT CONDITIONS DEVATZ FROM THE P_E.D S. ALL ALUMINUM SHEET MEDAL AAAW Al CLOSURES SHALL HAVE 3106-K14 #11.0y, W QDNTRACTOR TO BE RESPONSIBLE FOR THE SULMION, PURCHAU AND INSTALLATION 04LUDING LAM SAFETY OF 7- ALL SREII SHEET METAL PANELS SHALL •14AVE STRUCTURAL OVAUTY STEEL. ASIM A-653 OWE 50 Mift, 44VANIZE0 SMEL THIS PRODUCT 84M ON IRS PED. PADAMO HE/SHE DOES #Mt DEMATE FROM -THE CONDITIONS wXLEEI ON DESTONAr" W/Fy- S&S W, (AFTER ROLU:b]k 1`141S DOCUMENT. CONSTRUCTION SAFETY AT SITE AS THE CONTRACTORS RESPONSIBILITY. S. ALL SCREWS TO BE STAINLESS STEEL IN OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER.DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED INVALID IF MIDI RFD.. MO'S W1 50 A.1 YIELD STRENGTH AND $0 W TENSILE STRENGTH & SHALL COMPLY W! ALORIDA SWILININD CODE SECTION 241 L3.21A (d) SITE SPECIFIC PROJECTS StIV41. BE PREPARED By A FLORID? REGISTERED ENGINEER OR ARCHITECT WHICH WILL 11, BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSA 304 SERIES STAINLESS STEEL. WI -Pi 36 kv MINIMUM YIELD STRENGTH BECOME THE P4CCtr OF FOR THE PROJECT AND WHO WILL SCAVSPONSISLE FOR THE PROPER C%M60-11-) USE OF THE �. RECORD. ACTING AS A DELEGATED ENGINEER TO THE P1.0, ENGINEER. SMALL AD ANCHORS10 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) (e) TbU OEM, SHALT. SUR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROrMOW ENSINAUR OF TAPCONANCHM AS MANUFACTURED BY 4T,.W. BUILDER, WC, (WIN. fc-3t92 RECORD THAT PREPARED IT 1/4` 4` a X 7/8.CALK-JN ANCHORS, AS MANUFACTURED BY DMALT AMC, (um, f-m P,.I.) 18. STORM PANEL MANUFAMRM�S LABEL SHALL. BE LOCATED ON A. READILY VISIBLE LOCATION AT STORM PANEL IN #14-10 PANELMATE FEMALE AD All, PAWL.AIKIE PLus. ANcHow, As NumuFAcTuRm or tico coNsTRuc," PRODUCES. ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CODE ONE LASE). SHALL BE PLACED FOR M:Rr OPENING. Wc-3m p-A') LAMINC TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. A,I) MINIMUM EMBEDMENT OF TAPCO14 ANCHORS INTO POURED CONCRETE SHALL 9E 1 3/4- AND 2- FOR PANELMATE FEMALE 10 & PAWILMAre PLUS. A2) MINIMUM EMSECALM Of 1/4.0 t 7/8- CALK -IN ANCHORS SMALL BE IS 716` INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SHALL BE PERMITTED. Ile A-20 SS SOMA BOLTS USED SHALLBE LOW D*LKIH(SHOULD ANY FIwSH MATERIAL EXIST) TO ENGAGE 1/4- KID ANCHORS, offivofluls"I%A, # W A A T/, A4 04 CASE THAT PRECAST STONE, MOW CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR `1 FLOOR, ANCHORS SHALL W LONG ENOUGH TO REACH 'THE MAIN STRUCTURE SOMNE) SUCH PAWLS. ANCHORAGE SHALL •\,�C ENp % 44 BE AS MENTINED R1 AA) AND 10 A-21, No. 44167 EX iG - 11e 0 TAPCON ANACKM AS MANUFACTURED BY IT WfAUkDEK. INC. FLORIDA BUILDING CODE (High VolocifY Hurricane Zone) -1/4 - P X. 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (P-15M AASLQ ow lkn=, W_ FP. 20 "GE GALVANIZED STEEL STORM PANEL "r - t4-10 PANELMATE FIEID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSETWIC!"ON OPA" WT 0 PRODUCTS P.AJ) GLOBAL PROTECTION PRODUCTS. U.C. one 11LIEC377\ 91 �gvnu- to ,�MAAU_797 20-176m00 A-00719 awsrs rr r..Is wwi.- Are DMwfaC No-' Iftm, A -133 -1 OF 26 1 IN21ALLAT19N ETAILS FOR SERIES 2000 CONCRETE AND 1900 E-Z OR ONCRETE HANG STORM BLQCK I'll W!"_ is 4R. WOREM AMMM sysNamut _moo'4' OPIUM% A L; RAs -<D In SCHEDULE OW SAIM 14, I'm ift SE TV 0193, qqYx7fto wX so� M SHUT MR I= GUAM. 0 sm solUx" 26 A Yl=- A nw Q~ E mom A, A ji T SUCIA wrl 303T AWt� xcE-azeD tax- ai. Nicer MIT WALL ANC) INST, s:wmIu S,4 CO-00 WALL JIM-- DIRECT HOUMNQ ew S=QN V SCALE 3/AAw 4" 0 LW&I" sw snonwoft OF use At M W."a 2 UM TO CFIUNa_MQUHMM_RW, BUU-w 990111"a Ow. lew 4 CAI 61 AIA. "O'N"Ar" I"" o' "w 21 8 0 Ly WE TD ANY z NO. 44167 I FLORIDA BUILDING COIDE(H119h Violocify Hurricane Zone) h\ ntaGuwTwN. STATE OF An" TKMM M 20 WE GALVANIZEID STEEL STORM PANEL FP, awft An, Ila& IISLE GLOBAL PROTECTION PRODUCTS, L.W. 11LIEC'01KC, SCALE,- 1/2' � I' VIEW 2!S -nmn "-AM 20-176 Me* as All +_j (D 0 (D 0 > (D C- _o_j =3 O 0- ca- C_ 0 2 Co -0 0 Co co Cn O0 = .0 M c 0 .0 -f.- Co U_ % ,_ 0 Co Co -0 E CIO QD "0. C/) C-7 C= :;P LA-1 C-3 cc I.L. cc CZ) CC C-4 CZ di C2 4 ca cp .0 W CU ED cc I[= gn Ca-.= Cn L. Q) co > 0 0_ 0 0 (D co M LLJ M z SHEET NO. SH 1.2. a 11 . . 1 I I , , : : . I .- I,� , ` , , wiii ;ie1Nq11[q 0 111i I F, 3 i Tj I �0`11 1 6.4111111114 M.-I ll-J:Wl$;il*-Ntil*,',T*Z,7i�fm4m,e:rl"lewj �/0`I1IxI11Jw4x-]11A;J1.i " - � - I'li 1 . �, "i .� I . UUJUMAW A,S,O. OV.IGPRP - - --- =- I MUNIII PANEL I APPLICABLE ,�IME , ) ,,�., C-LASS CONDITION SOW* .56-0. -75Z 1 70' OR LOS 2 s/Ir 11 "" - - I" V. 11. "Iff, 2.W A, -, =1W OR ISM -- 2 7A* iiiiii - - I - -- - , . 41w � Mr ,w Yfg; i 5 & M.wp A, vi & 4OX OF PARR LENGTH Of "T�V4[7111,W-lp�.,q.x.]*-il,i,N;444.�-illi;�W,7itl-jwrnhw-w.m.i.1;4.,I*-!;;i,,�li,Pdtjl,M-,'ill,I I f0i WIJ-I-31�II&IO":131.11113mi.];ai�,�ifilff�Nicol'��Viit-]K-it,"k - - Min 11ii 0.61,;- , -rim I i-wiim.!A.,uci:m.,-wv1:w 1�� = ---7UM - 4WR Ai DEVI PRESSURE RATING (P.,T) M0" ANCHORS SP90W FOR E. 0. - 3 S/V - I APAXIME To � j=14 Or THEW - - LUMN v O".) 1APCOW "X-qm FAMINATI: FEIAU: 10 AMICAM Iii 10 ...... TO-CoNORM BLOW 10 10"Ci TO CONCRETE BLOCK To Gai a." 12* INJA 12' N/A 12, NIA V & 21 (TOP) it' ,.* ID' i '. 1. 4- V 41�' 1 1 BOTTOM) iiWA g - 12' ---- 3. Ir 61 1. 1. I "6�01 -7513 N/A -- N/A 11- H/A N/A NIA N/A ---- - -N/A 12 Ili �-� III 2' (Bottom) 70, OR LES 7' N/A 6 1/2- K/A 4 1727- 1 4 Ili H/A 3' (TOP) 12' N/A I - 12" N/A 9 11r N/A I 9 t/2' N/A 3' (BOTTOM) . 12* N/A I Ir N/A 12, NIA I w NYA 4 ' (TOP) 1 12' . 1. i IV 9 1/2' TV It- 1 12- )I-_ 4' (BOTTOM) 1 I - * LIMITED TO B&O p,i,f. &SO. DESIGN PRIESSUINE RATING, A SEE SKEET 25 FOR MK'AOn TYPE A, SPAC114 FOR IRVALLATIONS 000 WOOD FRANE SULDING, WINAN ANCHOR SPACINGS AND WWW EDGE WOUINUM AM INDICATED ON INS SCHEDULE. FOR FD. LESS I" INDICATED ON SDIEDOCE REDUCE ANCHOR SPACING By "TIPLYINIG SPACING SHOW ON SCHMAE OvIii FOLLOW&% FACtolim FOR IM OPERATION TO BE POSSHKE REDUCED OBTAINED USING FACTOR S"All == NOT K LM THAN MINIMUM SAACti EACH ANCHOR TYPE Al N40"m LDM* ANOHDR T,W __L/4*,!_ IIIA'. -jdftllfif� I/i I 1/4-. -w-w upi - w ANDe'" WACO& fi 3 It 3 1 0 t/2 - metmai 11 On') -3, 3 1 3 ! 1A. MUI4 -- joi,ii,niii fei oq - � 3 3 I/L 1 3 ,L2::L-- 4 ActutLEA Dow !!M Inid"Oft I 1-1 - I - I - ----L - 2 1 - , - , ' ... r I fail I ��-::�- 1 I AD --i- - , 3 Itir 1 - I - I - I - DISTANCE SETWEEN BOTTOM OF PANEL V, + qEWRES U i , JI/D- " " (D w OIL 1/v 1M. , I ++ RMUW43 Mi Pwmz EfErwi BOTTOM OF PANEL AND (v 10 MI Vic kx11-1 i I OMPONENTS FOR REPULA& UEE SAFETY & E-Z HANG STORM PANEL MTEMS I ($CAUE t/2-I-) I - -------- - - - "-- -15.1W tjoti Api -------- - ------- -� -- -7,1B7'--- - I ---- I 1 i I � . ,=., -. I ,, 7, 01 aw�l / V4 1 11 -----,--,- 12,500* (EFFECTIVE WIDTKi -- - -- ------------ � ,- --�103 i 1 I f i I-L.'', 6 Ile -I----- _:. "". J � " " i - lj$o' 11 - .-, , � 1.2iV - Or -LIZSO - -, ,�oo- � i � : i I I I il. " I � I � I I I � t--, : I I � low , , '--I 1, 010241 ", INICAt 6 jb " J'sir ; , I . I i 1. , ,�-.,2wge , - 75i STUD RVIDED -�74� .,25 , :! ,r -to A"Oput e, 6 I I 1w, ti� ,�- '406, , /; I ��-, 1�1 0i Gi : I I DAY K wtumm) J - � I �� `0 * . , F --- � 6�11 Ii I -+1 I I I I . HEMMED . CODE IMLYAMM STEEL TYPI , I I , ,I , I .. . . I I � � - - .. I .SG,r `�%, I Al 51 -- - I L i DIETAIL A I EWE . -- I f 2,12V f I � , I I 4 - ,.-�� --, , N ,,.� . - 41F z - I - - , '084, . (D STORM PANEL F- ---------- - - I I'll -1.3w - ___ _ -- ---- A_ t --- L, Oi �i751 A . � --- 2.000 I I 11 I PANELS SIMILL BE 11GIALLi Al whys FROM LEFT To WINT *1 1/2' LEG AT M AT LEFT SIDE OF PANEL I - -2,w7i e (�) ,r- mmK (�) AN= wm = I I--,- �. � - . to-'FW CODE OF PAWL 0.024' Bi Aii IN LLP 11" ,�,�-- �� I _ _ _ 1-1 - .1 Ii NEWED CODE , ,� , 11 ,_-I- 10.03, 1�1- - .1 7xf- -- , � � - 10, 1 11 1 11;1 � - �,,,� � - - �', 133*f 0.270 - 4 I-T1:_1--7E-- * I - � 000� - ED SIM �'. 7 . i # I �'� I if I I � ; -� �- i � r i , � I : F-1 11 ---- I "i J- I ji 8 Own " w.a O.M*0 oll-l!". 11 . L - I * I - , 4-59". i- ,2.260* � � - I-, ", 1 R, -- i I I � - , , � � iSOMETRM M IL A I 11 I 407. " .B25 I I 1 -7 - - T- ", �Ufa. , 4 .1ii; 7,;� � .. ..... q-- - -� - T 1 vQ-i,"`C'L � I I " I, I "i ' �---,(1:5) OR i , � , f- - I � ROUNDED CORNER 0 ENDS OF PAi ,w I - MIN. 40, �� I � � -P -, : � END UP W1 I f--2.318' - -- , tff�MWQED EDM I 'r'Sj � I- - -1 L.svv' xv � : �Ilw � � 337' '072. 2's � 6w I- I � I I I � -0111 � � .007* _0.�',i, � gyp,) (�) 3105-Hift.1%M Ry C f" T" t , k I—- I-J. (�) Top. solvaef AM" OF fit"i ,,.750' I" - � f � I : i � _, -4 - 7, -.750- i � , -,I 1813- r- .SEE SIM 5 NOR ADDITIONA. UMMATIORS IF SUEEVE tZWh tS I r. ONLY Wi FOR INSrALLATION4 INTO I I i � w - L�M --------j L! 193" I- I I 4 : � i --� ..i. - -- - I.Izio. . 37 I _ , . (�) SLEM 2 1 /a I -1 MAL-LOM � I . s . 1 2OW -- 2.000, : -- � , I me - .125' 0 21 I %1= SMUCTURES, . r I 3.750- � -2�548- i N�118'�o , .05010 L- (Tvi - I 7.750' I I �= . I I I J ow.) --- - -i --- - - -I' MIN. TO 5 hi I T (9 %zm INI k", �- - � 2.wi --- A, 4" * -�l (@ AWLE 0 or-� @ ftimm-mmu ,i -- . I -VALL 3,000i ii4ii,i I 7�,;00- I No"j."fliq - Fink,ft, , � �: Zy 43 I ii wign i v- - ::v 1--1 . � P .7-L", .0i f--j : �i � , � I MOL [ , ��', , O . �r` ��.� , 11 I � , -, fri - -,--"', - .", I I - , " " Z.i f, � I.i MCI ZZ - 0 - "I tcg� MIN 0 C , OF t -�, " , ,,-�', - �4�;�� - " IV& 'Ir -*%.yr-E,i V 0 , -., I , No z : .44167 - - 11 51tih � -, * I : wilz (USE ONLY FOR E-Z HANG S�TGRM PANEL SYSTEN) 606i AQUM, ALLOY FLORIDA BUILDING CODE L�pq High Velocity Nq orut 20"i . _ , i � , ,--L, ,� 1w I .4. - --.--,- I I 1 I 7 .0i - ,�I,If I - . 7' vtp,� r� I, - A- 62M "i INC. 24 OAGE MVANIZED STEEL STORM PANEL z t .. a". or, - % STA-rE o - I _ *. , ". - 12,00i I � 1 SEE SECTIONS-- - - 1250' , ---1L L A, �-- MW 12W .: . ftti-.ii.:J�l � . 0, ;,ir i f 11LIEC0414C. . ow"Am GI.Ow PROTECTION PRODUCTS. U.C. bkm .wo S.W. 51 si w; 33 . @ XdW=MM_.i (R AWLD-QUI `V TRACK @ & J�� WAMERM WINQNUT 1"-// , 1 - � i Ok-0004714 "Iti x la FAK'. 0b,I)RIP-6710 20 -175 - " ow.go - TRACK AM= (ZMAAC 3 ALLOY) __ p, SE4"-V-cuKmm ... I WILM x in it", P.E. .4 , 1 1-M! SKM 2 OF Is "i Itlil F291 ! i A I I - - I JNSMU.AjjQN DETAILS FOR REGULAR PANEL X I INTQ FOURE12 CONCREJE OR ALTERNATE ODNICRETE Atoll LOr CONCRETE ANCHORS (SEE SCHEDULE w -1. � � _&CHOi EXISDI19 POURED CON(i - ME SCHEDULE ON SMEM 9 1HRWGH 101 EXISTING POURED CONOlm - - ---- OR CONCRETE ALOCK I SKWM 9 THROUGH In OR CONCRETE BLOCK . REQUIRED. I L � �--Eiv. REOLAMO. 11 - , _ g6, _ -&TEAMTE I= ' LOCATION - 0 CONCRETE - . =� � I '- � 1/102" " / (SEE sm SHEETS 9 � W;iIN :::: ,,, -- � � I I 1/4- ,,� I -I* "i I � � , , a , .1 L - . I,= 0.1" , � � @ -�,a ___w I - F � SCii OR I - !1/4" �,-Y.L�. �� I/C-2ciii- VIL TD, I�w I I "' MAX. � ,�;� , " - I =MV I - - - "- 11� si . -- e 12 'Ir O, -Ms.- ---- - - -1-1 - I - . � I I I I t i a SHEETS a THROUGH 10) V � i ,/r - - J I , - i I ,�,i � : i f � I CID E , , . �/��,� , 6 :t � , -wv-wit'n A, , 1 � V max, i i PANEL LENGTH 4 (SEE SCHEDULE zgpd. 1 --q) � -- 1 � @,,,_r I � � I ON SHEET 3 � 10 � iiii � - � � � _,�) . -1 FOR SPAi SWARADON 01 III SCHEDULE [ ff,.,� ,� -, �� - - J-- k/ E� 'a 1 . 11 i i TO GLASS, I I ON SHEETS .1 � I Mi �� .:'i v Mi ON TO wSs I ftz , I (SEE SCHEOULE ON . I Z. 11 0 � (SEE SCHEDULE I I ON vw 1) t 9 & in 9 """;;a" .K. . MI �, 9 I -11 SPACER 0 -I,-----. I I , ... 'i 11 I ,If . PANEL L040TH i (SEE SCHEDULE I - --llei I-.------ 11 I I I .. 3) 1 � Ir 1. - - -1 M Av " =z ii (", i - , � v,mi 1-1 .... ��YA��, , ''. liffir M "14L � PANEL LENGTH I �1 -- I WON DICK 7-n � I , - 1i 11 I- --I # j ON SHEET $) � , - --- - , (SEE SCHEDULE � ---- I - I= - � 1 0 i I ! wgjl L�� i �5 1 I 11 43N SHEET 3) I � =114 I I . - - -- A ; (ME SCHEDULE i SHEET 3) 11 I ON I I a I 1 4)- A "-- - 50-1 or v "i 9 , : I Ii, "" - ;;�--, �, �, � Z. - �.� "`�-L'� Ii � - , ,--i - � I -- . I - : I C, ) OF 'V ; 01 � i I � I JAUL I , , � - I . I.,.. 1 �I?wil7l�,�� ; wx L I *L � , , , j : 'i i T/r D.C. i ; I , "6 - - � ----- --- --- t.- - I - OF I I A � I . -fU, � L----.ft I I b", : I I I I --- I., - L , , "t , I -/ I ,/i _ ,,, I . 11 e" :s;1;b Ww* If Ili aii I - i ----- -:) 1 � -- - � --- � "I'll - CONCRETE AICHOn - I - � - - 41, EVISTING POURED I , ISEr SCI1Et4j1.M ix,"g I -�, �� , - q - CONCRETE ANCHORS I , A - 1 (SEE SCHEDULE ON -- . Li - , � � CONCRETE , . ,,� z�, . . . . . 1 7, , � RDQUIRED 1 � N S ET 11 -, 1 EDGE OF WA OR V,4B SHEET! , - , (Alli CONDITION) . To) , _..,. �w SHEETS A THROUGH ld� 'C9,2 I/O' tOW MAIL ALUMINUM , ,, , .3 VALID FOR V.- � re i � CONCRETE ANCHORS � ' '-'- - , --N�SIING �g4 , -�', � POURED CONCRETE CONCRETE BLOCK � . MA &X,AW,.,*p EX671filt POURED CONCRETE ' � I LENGTHS PER SHEET 3. I (SEE SCHEDULE ON -�-- `�-",- - ;,, , �� -� I , 111 'CQUIRi OR CONCRKM BK=WK *ii, REQUIRED, MAX LONG ALUMINLIM SPACERS 0 SHEETS 0 TwRouct" to) 12 T/2- OC, (su fABLE 01 ON SHErs 9 & 101) Cri AND FLOOlt Mouns ww ftu1L%fMNnNG SCALE 3/8-,. WALL MQUONG ,I �Q -i ERS (9) OR a ZANJ W _ -� -"I "Hoi 11 - xol�� :1111 ..�l N AV....1-N ".!�% _,4 , ... \�Cl se , FLOM BUILDING CON tMon High Velocity NUT Icii Zone) s . "' - : . 0. 44167 ' � 's Com unw. tf,c� To. 24 GAGE O&VANIZED STEEL STORM PANEL vl� E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) NQjL FOR COMBINMIOR-GE-AECT11i TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN MY WAY TO SUIT ANTY 1 *, * ;Ii . . . I 1-10,... STATEOk�,� SZ--,-. , F��/ _ , - � 'to .. "c'A"' 0, DRAW - GLOB& PROTECTION PRODUCTS, 67/0/" 11LIEC0.7 LLC. Ili "'IS QUIi A - 20-05 #41ALLATION. ,Ai W-00-L "Willi FAC, to,4p"�lol VO" ft ------ 'r"N"'BA1049�fSONAIGME16AHE ii, I I I IV mm ii px , � I !S=3g IM -±=4-=.i0 I I - - - I - --- - ---- ----- - I -- INSIALLAIMI DETAILS FOR SERIES 2Q00 A I 000 E-Z -HANG STORM PA91-1 INIQ EX15TING WQ90 URUCTURES - I I 7t--r-z ,,11 I,,r* UK; scips" 4 o- D.C. W/ . -� , '111 - r-, 1, - I i t 1/2' fifli, THREAM PENETMITON i, i - 3� , rz�Z: �! 4/1 . 0 1 It"'W'S a a W 1 - ,1 -TO VOIDING WOOD HlAi -11 � it /, --- �, . f"1AAwO LAZ SORM 0 IF C., W/ - --' I T P*4t1IAnC't11 I I , �/4`# - i , Ili * Vii TfIREADED PENETRATION .1 ri � , =` =0W H2AM. , - I- I : I . , � PAT OR 0. WGIL , 'T' �, I , I - TO EX01100 WOCID HEADER. ) 04 Ct. p4w S'Ni I I , , 4 � 4:L,!��, "i � , I 1 ) 11 , L , ? , , , , r (D � . I 1, i V - - OF , � �� - .1 " Ms � 4" " 1� ; 1, -(DCI. i Si - - i., � ��- / , WING I Is . �� 4 , I - - I , ILL h I 0 A 5 ,x , " I 1, 1 I � � t A. C6P,L , � ,1� , 4 #1411" S.kS. I ,� 7r,r" h I" , - -.1 , �� i , � V=r oz. IIV ,ti� �,+,;ruh - 1 ,/,-Ii TpUn j I , j I I 1,1 ' FWEDUH ON , �� ! or* M a, ID I I "Er ' 10 �/ vii . I , To "Ivnmc Ki "EAM = ,-,'� - , !" , , :T - M � - . N. ) � G, i �' j - �g a�,�, il i QUAL. 1/,4 & . - , � 11-1 I 1-11 J!"i"i w& I ,, �, ,,I TL- -W-M� A-8-1i 5 4v = 7= 0 9 Ek M OF 0 , t Me- . (Twi . , 5 .7 I ! I wt;�� I =;= - � . 1 WIN " A' -1 I U NM I I & 1 - - -i noop -r-,� - - - -7 1 I URM i 1 I 2 Gii Mi . e ; I - . I 1/4-20-dp. .. . - G - z - I 2 0/w i . w 1001RAM W/ w , - SEPAP-PON - "..3021 - I,) CLASS- I z6"I"; P.31Z;/�,, . 2 I 2s. , 9 I NG or ; z/. r OIC � "NO 0 MUP 2 qs' Mi � - - j Vili OVERLAP 9 i � . -SWAFAi F 4- I --- - � 1/4*0-2w/4- - TO, GLWIL I I,iiii,-2.ti 8 -A I- i 1 2 0i V� v SCwv If a I -1-I- - SEPARATION - ILS-3r.111 9 / 'L I "i - i 11 I j, � To MASS EVERY OYENUAP 0 i I i (-- I 1 � - 1 J- 4 I .- - -- ---- -- - - il:�r- �� - . 4 � I - I 11 - I I j JR �, 11 - 0 I I 1 t i - I �, - V - gig � P , , � - 2 -1 I � i i RN �, 4 ,-- i� : d j d Pi- , . ill. j I � - k I I IT I I 11 i, : I c`P P I -1 �� ii� `7 IL I I - P 0 4, 3 1 Ed I j - ' ` " I 1Z "-< I . r. I 7��-I--J � - i 1 � � E -1j. --- � I - , aF - I .1] 11 -I ..I I 11 @ i,l 1-1. 1, -q7t il', 3 I i ;Ix, 2 - -- i - , --->,--. -J OL I -- -11 ,� � -- - ft' .S- 11 ,e I ift, I'll "I t� Z Y.1,.� I q q/'�vwAza-v - i . i-x I a � -U1- L 177- 11457: 11 ", '. � 1 z ��,;7Ar - Lit IVA',-W S, -- " !L "1/I,. � ) i , I EmmZoni 1A , /, at - 1 � 1i - - �, I , , J� @, 't a i 541. I 'at - /A- L I 1,� � I - 11 �! t/4-0 [AS SCIAM V . - I L - - I , k ',';�--- ;-A I i, I I ;r 1-1- I.- 14.- 7-zolllva�E.m , ,� NOM TA *1w I ` "y ,,, itl PLATE 14 ITAT OR ON con '. I , - I Thsam 2M In I �� to MMALP"M �j 01 NV11.112-0011, IA BELOW) I "' vjC,;1iv,,-"iW1 YA�*,Dlw ',,� M. PA (i 0 -�, 11 5 � 1 '11�t""�,' I i ,V,i - = 11 I - /. LAO a r I�ffi va scitim 0, I � - -, �, " I ", ' * WY THRE411ED I I *41w � t i I III It of, na& WALL El I TE PLOV 01" 3 , MjUln! I I I I _ 101� 2"i WOOD PAY OR ON COE a SCALE 1/4-�,- 1, i -. 11 PLATE Azt,"Cia ILAT I I L '�k - - 1 I " - ., - - AMMME I � I Qvj SCALE 1/4--l" , I �', � � - NPUNTING I I `-'�' ` -I 'ii""" ING MOUNTIN2 - I IMSTA��tji I ", � I I voi I� INSTALLATIONS ARE ONLY VAUD FOR 91.41.011450 WITH A-&D. Mi LO" , -, ION ALTERNATIVE 4' , 1�� jit"Jumi SCALI 1/4--v Lai 70 +660� -7Z." 00 AND PANELS LENGTH UP TO 5'-10*- E I- I . . . ,01, Ir Ai ItHATM s!*w I I . . . . , - - , - 717 .. � - 177 ...'. ` , SCA 1/4'- 1 " _DUFNENK Mi _ - . 2 FOR NEW = FRANE CONSTRUCTION. WOOD ME TO BE �M , U ... .. P"EL Hit' SKCWC DENSITY OF 0,55 OR EDUAL , ,< ��-Pllk, , I <- , i' S,& . .1 , - ------ ---- - - 11 I * FLORIDA BUILDING C .�t ODE (High yi NAA , orm Zone)l hum -Lb IN - . - Atm "IYEM w- ,&At 700 AS g *. ��LV 14 , :*= 20 CAGE GALVANIZED STEEL STORM PANEL i vp ofp�r Dim ON, I = MIA" wi " � = 'i I =%w"P � "'i S -jif% ST 1-1-1 - - - - �. A4 OT t-. .- GLOUL PROTECTION PRODUCTS, = o"'111"A" tO 01" 4. 1111MI11i om Li,�W, LICE111d; " m". NIUVIIi9v . <I�` .. e A L20MM iIi syll ii 20-176 1 AN R cotomm IN MY I MGM - 4 VFAFFL-49-74 - 064ow-mb. nii Ev"Niti- 1 MI 1IOULID 1,10 . I* ........ � Axi Iiii " ; SHUIIEP 11MM "III SHOWN POO ftAi .... , P, , T N,,,,iG,,nD,,,A,, .I Z MPE �.. �5.#=7=#*-=*- - 3mm"' 1 1 -- 1 Ff 4 r-w-% i MAXIMUM PANEL LENGTH "L+" OR IL-11 (0.) a wxwm *,sz+ OMN PRESSURE PAYAM (Pi 0 or -) C04ORM It WOOD OWWAJONS t -,, - - -L- - - no tz!i I,.-,. 215.0 - i I?'i �o � I?'-O' -- toi ---, 3" toi to" wi 4*0 - - 101-11 - 7:� fav, iii 8,-#* - Sao --i -71 - W-4-- -----go- ir�; 8--a- =a L ,V,=- X - j:F"' -- V�Lo -"-- 8�0* -- 7,-#, ------ --- -- 71i - --- - 77-F !M - 75.0 - Y,-5, i ---iii�o- -7--r ir-i"- a;�&- ?,-e ir-'s. ,#"a.* -, 4�:P- Is,-;!- - -- 09.0 WF- --i:-a;-1 - 100,0 L-1 1-1 -!L�L--S�-% " " -! - - - -----ia-o 110"o - 7160 - ----!;F_--d-- - 51-51 --m-wii ""11.1W.W1.11jur, L-j11wwc7w.*M�"ff .......... .. *.1141:104N`B� MAXIMUM PANEL LENGTH Ii OR -L-' (ft.) 0 faitni . " DESIGN "EVARNE RATING (ci I. . �,; - - r- - 1 OW I R I ET I E I & 11 WO I 00 wALwCNs t L+ I ---- 14'-*- III'-, _��Q __ 221LO I 12�101 - ft`-?* ,W-7- ----,�- 4" ±!L,�:- fir -to, W-9, 4-90 Ir-6, 4"i +5io li 8,-7. 5010 #�r Vi - - me - -iii L--J�- &--a- -,L-!-' - ri I'-#' - !�0-- M.0 71-51 -7� ;� �,;-- 7i 7110, 01-01 40.0 - 7'0' L ,.-,. 1 ---7--- imia 0, 4;�-r- solo 61-11" .17 1��- sad I --T--?- �w L40,0 If,r - si TO&& a 1i -iv:�-- rlil-a - - 51-1* P15io - 4'- to. 11vi - #,-&, MINIMUM SEPARATION TO GLASS SCHEDLAJE MAXIMUM PANEL LENGTH A1140 SPEED 4 TIG "?, WIND SPEED �- 170 -.Plh (In) UNRESTRAINED 1 RESMNINED 1UNRESTRAINIM . REVOINE) 30 OR I- I* . S' a Ile xli� I. I . ? l'i 1 T/i >90 TO 14 I. 1. 7 11i 7 112- _ �ISWF [T14-5 7T _ I- I. - 1 I/2' UINHIJIMIA Pi krMaiiii (1.1 MR A Ofli MOLIN'TINIC COHnITION I ---- -------7 P a OFTOM !0!� - DIRECT MOUNT 'h' HEADER I 'V HEADER SOi ----- I' *r STUD ANCLE TRACK Wi I ir MCI' ANDIS ,�= guiLi -r- "i VL Or I - - Ar 32' �kr 3v w SO. 1. 4 7s--;71 5- -STLID AND ,r av 1. ---- -- Iii, --- ". ___ 42* - 1 38, - 36, - 3 -r TRACK 55, 32. W� 42- 07- - -T5j- t w So- - - Vw*r TFACK uw[F- C - w " 32- � eo� 56. I Jr. I so, a �?�w :�-:j 2/4 1/4 3/4 4/5,5/i "' 0 2�lii 3i & 4W/7 1w - ANCHORS (SEE SCREDUI -E - SHEETS 41 10 &I 2 -4*---N .- --4=-� , -- , � - I a 6 1 IF T -I-- -I-- r f r- -I- -n- r- -r- - -7 -F-r-T�-,' / r --jr-1 - -T- F--r- -r- 7 -r- -r T , � I � . � 'I - 1 1 1 ... �,,L 'i I I 1 I�i I I 1 1 j I 7[ ' ;1�'TliB�F��S.W/ , - 1 I(SM SECTIONS AS I �� I' � "-,'. I _ S's. Mi BOLT W/ 4��- 1 1 APPLICABLE) I I � I" I I (SEE SECTIONS AS APPLIC i 1 1 . . I I � 1 � I - 1, _ i, - - I '1� , I -- 1 L I L I - - .- I 11111", , � 1 7. I I A-- I I - L - ,,,.,� .. 11 I 1 - -- . 11 " -1 - L, I I , 1 ,I,-,,., � , I I i t ] I I I I 1 1 1 1 j I D-M.,(J).(�, I " - 1, I j [ 1! I _ 4 ; 1 j41 I., j; �, - f,41 - � I I i i I I I i i I I " I i - r - I 4ii,, � w. - - 1L. .---� @ OF& I---,. .' ' � I MIN 12/4 4. 3/4, 4/5, �. 11 [*:W//6, 2W/C 3W/ , ------ANCffM (SEE SCHEDULE ON SHISEM V, 10 &It)- ,-.,-.-,--, 61 ELEVATION 1)(1) L+� MAGIAN ALLOWABLE PANEL LOWN! FOR A Ghi KSrM ASA DESIGN LEAD, L, MAX ALLOWABLE PANEL UBIGTH to* A GNEN NECATW XSM DESIGN LOAD. I (2)!!��TO-Mluww MAXIMUM PMEL LeNali . . _ I - - * . r� 44167 : -! * . 4M. MOON LOAD, DETERMINE MAXIMUM 000la LENGTH ',+ FW =L2131.G:��Wrtii& UM Milli UINOM `1.--� FAK , Fa �� . THE Misully OMRMWO P, *L-1. OW FOR ",, PANEL WADI" FOR POROSITY CIVULIFICAPi 2�C� NOOD AM UMM TO . 0% V,,.,tr JAX, Aii DESIGN PRESSURE I - , -,:-:3 3: MAX - - W 4;75 I mIt. & 4W/7 I i'll 40, GAP 24 WE GALVANIZED STEEL STORM PANEL .09AL PROTECTION PRODUCTSI LL 20-i75 arlom N. - I � I'll- MIAL 10 .. .. I I ILS FOR REGQLAR EANUX �, INIQ WQQQ ISIRUCIURES I I--.----- 11 -.--1-------., , ��", "'. - 111`�` ', 7- ff '-- I ,�', �L-7"j � -, 'W7-,f - - - - - - - - � I � , I kL I ,! ,,, SEPARATION I I : I I I � � e "I , y �'�1'11 , WOOD ANCHORS "' "'. �� 10 12=- - - le ---11,1M ----�-� !I, - --- ID GLASS. I—— I I � � � _- 11 � - L� - � . , , , . 1-1 - , ` - / (SEE SCHEDULE on ,w I � 1 I (SEE SCHEDULE I 1. I "I �< I I'l � ". 1�1 - ON SHEET 3) I w - I�Vz- 0 1 I , SHEET I 1) 1. I , � -4) QT:1�1.-- ��i . - -. i � I - L z I � � I I � - L * o.c- " 7 4� 1 1 � I , w ra" P*a �---��, -.-- ---mili � ! ----17)--1 � �ii "I ii, I , � i - , , r - , I I i UEMPHINE)i ', ( � J - - � " , I .L. , e , , -- - I - � . i . At". , -Z I � � I L/, I I A 1 ik I ---I PANEL UNGTH - A i I WOCO HEADER I . L I i., I I I -I-- -- -.-- I - , � " I w - I I -4) WOOD ANCHORS " ' - I ,�, - =,�,-� ff ' " i I L , , - -- - . � I , _ __--.- . , I I I (Si SCHEDULE REDUi rl . I . I I I I 1, i, � � : - L (SEE SCHEDULE ON - it I , 1, L � DNVNW , 1/4 SHEET 11) 'I, 11 I I I I � I SPACER MR , e �, ablow W t � SORT 14 M�6 I 4IN , -, I ,,-I M1% ,- F -JDil I I , I � : ..t � I "� -, �, J � 'O � - � I ' - I f 7: Etl - i L I � - - ,,, - -- I ". 1 I L'E' I .-------1 I wow HEAEi ;�L ' -"�" -' ;! I p to I � �- I I I . � w , I REQUIRED I I I I I" -, I � e I � A ti , . . ]�- -- , L-�� I I - teff , li , � I : =: ) 1 1 1 � / I � �� - i ED; ,z , I I ,, I 01 - -� tf I / I I 1-�' , � i -, �� ':�� I �"- 1 ,--,-----7 -,, - -J-----. � � I . I � MINUM SPACERS 0 12 1/2' t - : � !-@ 10 50-i I T -- I "I �� " JOUL11 "' � - i i �, I h � , , , "�� ON SM 11) f t ... Wuli� I � ,� SEE NOTE - SELON FOR MITAtIONS FOR �,� i i I 01 � I , � " 4i " EPAPATION v # *L` 40, S 1 I I/V LONG Sinws. Mu"tti � I � � �, ... I ,,,,, 10 GLASS, 1. PANEL , i " , I PANEL � � � SEF SCHEME I SEE - ', I � , !-(ON (1). ISCE r."WULE I - � , -j , � , I SHE " i i � i I -PAREL MATE FEMALt 9) 00 PANT, MATE SHEET 3) � .- - I I ON Vim 3) # .- -'L'--' --1 - I I I . , 11 - -11, - ,� � I - ; � 11 PLUS (SEE SCHEDULE ON SHEET I 1) � -� - I .... ... L"Ik' , - L 1, I � IL' 11-1 L, 1.1i I Mm- I i ,,, , i U, � If I - , I A !"', I - 'I , : I I E-�i � I SEPARATION � I ow 1 1, EXISTING 1 Viii - 1 11 =If%-,. - � --, r GLASS -,tJ"`!%!.sS- � PLATE I : . , t 7"', � � - -C_,) i . I ON SHEET 3) DIKM MQUINT W/ SPACER a I I , ! - --Y------- - +i I � ,- * : � AUERNATIYE MI I--- I : I . I I 1041 - I I -01 - I ��- -i/i I 1. - - , ir� - * 12 1/2- O.C. SM TAKE If I ON SHEET I I FOR MAX, PANEL LENGTHS A, I I I= , � St ----L - - � A", Ai DESIGN LOADS FOR THIS INSTALLATION. t v . ,� I . 1 Dwr � �, ' , �,� 1, a- � I � ---. 10 I �w_ I I I � -- - . 3 Eur , I . I : - - -V "I 0 12 1/2- O.V � � , - � I- I 11 � . . A - I I - � I I - - .�� I - t I -- -, I. I /i I f i .1 , e � I I -- . � , 1 7 If L - I I . I I I L t M - f ii - I , L � _, ; t --i , , - --.-- i � Q , � , �--- -.1 WOOD ANCHORS ** hm i I 11 , , 11 1 , 5w4m W/ STUD . ED - --------JA � L 4 �' - 1, i : , 1� I %Vii SA MAY BE I I jr LONG W, �-=- I, � i ----I-- � ��, � I I ,I fSEE SCHEDULE ON , -1 "I I I � I i- A �� I - "I t, I te, SHEET I 1) 0) MMIATrA Is uwro 70 A am smo 9,142INGS wM tar-01 I I 17-- 'I �� -- I . *AM, 'L, � � , � " , 8 - U4 I , I , WX $ON ROINT RV=n" ANY I ,,, , 2"i WDOD I , ; � , g��T*d "f$A I , I" PiAr�- ReoumEDF - � ' , I �', ;'j I 1 � MO.Wo ~ � �� ,� Z �, " L �`, �"A :D I'm I ��,� � � � �11 , � '* W' POURNOM " =Til�" A. ,.:r .� I ) STAG. STUP � - ii�,, -e 24 "Do 1, � LAri REQUIRED DO 400i 0004 TON ONPOHM 0 DAND. MATE M" 10 OR e ,I, � I I ill. ,, C -- ;1 �� 1 , � , EEO= CONORKINS ARE - " � VAIV Hi SHALL BE WKWAID � � ", J1 INK I , I"A"A"' ;=tei - . " � , SWETL 11) I Mft 4 A scowilt'" Fivill tz Ili a;, vi I 1 1 , p I I , � � ��l � it) MONAIM ASO MM PROMIUIRZ SHEET w ' ' ,i I r � I -- � ' � � � �: RATING IS -40, -ft PAi � M 24 Vat Wine. LENGTH IS UAM AT Am I I � 1661 =4 � -_ : - , - IS, A =M "ft UNAIM 1% UNGTI AUVIED am I M 11 - -, .1 i -L, (2) MANCIA51 31i fti UNION 0 WALL MQUHMI HOW IfORIOU11L ") 1 7v 6 I= (t) I vr�oi i W=m 0" . . OrAM 00 I a" migunw; ill ,$Mw PANEL owrmAam Is MY I - ow Low PAW 'us oz ONLY "a AN DOW 110:00 "Uthe WALL .4-" 3/si 1 i X-TERMWE I W VALID MR AIND ZOM3 1. 2 3 AS DEFERING W AM I C-Im VANUM none 2M DIA EDITION) OF THE 11.0100% i SCALE 3/i (4) =Ln wi ONLY FOR WING I IIULDINC CW- *3 I" AM E 1 N11111i I 0, I I I ,e�o . . - , . - ` , !!�Flr,�N, .. sm: , �xcsv -, Rh. .1 FLORIDA BUILDING CODE (Non 11111h Velocity Hur no Zan*) � I .* j : 1. INSTALLATION ARE MY VALID FOR MAX, ASO. 4 : NO, 44157 * -1 ADM lxnm w- F--. DESIGN PRESSURE RATING ,1P.s.0 AND PANEL LENGTHS - . 1 24 CASE GALVANIZED STEEL STORM PAWL I I . DIAWN W. * TOP & GOMM MGUW)NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z t *wz 7S STATE OF � - Z 11LIFE C 07\ MOS& PROTECTION PRODUCTS, LLC. -/-- COM&NED IN ANY WAY TO SUIT ANY ALTERNATE 2i -O' , -- wre INSTALLATION. V010 , AZORIDI"i- - AEV:4,ip mm 50. 5 SOW 0 .1 .. 2. FOR NEW WO D FRAME CONSTRUCTION: WOOD � = 000. 03DIA "i eii 41, 0- �- ��-- � ,NUNE,UUNI rAX, (964)OW-Iii 20-175 .F- 1 - i - - ATA�7,,. MEMBERS 'M BE SOUTHERN PINE No 2. W/ SPM]FIC Z DENSITY OF 0.55 'OR EQUAL, ck-COWNI ZMWW Iw I I I I I i I C±�� , 1=311..-w i 1, I I . 9ENW& NOTE ��I.L��M �i�!I (C) ig-'amDsg-ywlo-jpo-�OAAM-'�-r-ZLt-WL' OMMM-VEN-T (P.E D) HAS BEEN VERIF) ED FOR COMPLIANCE 01, ACCORDANCE 1/4"If TAPCON ANCHORS, AS MANUFACTURED BY IJ.W BUILDEX. INC WIN THE 2020 i EDMON) Of THE FLORIDA OU _ 114 U - I DMGN WIN LOADS SHALI BE MERMINED AS PER SECTION 40 OF INE ABOVE WENT10NED CODE. FOR A BASIC WIND - 7/16'0 , 5/8" WOOD BUSHJNG, AS D[STSUTED By ALI POINT SCf", BOLT & 1MULTY C, 2 SPEED AS REQUIRED BY THE MISDICTION ti STORM PANEL BE IRSTALLED. AND FORAL DIRECTIONAUTY FACTOR 90�0,55, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A�SOI DESIGN PRESSURE RATINGS INVICATED ON SHEETS C 1) MINIMUM THREADED PENETFATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' ,OR ELCO PANELMAIE PLUS 3. 9 THRU 12 & 17, 18, AND PANEUMALE FEMALE III IN ORDER TO VERM THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE fIRST REDUCED TO Iii DESIGN PRESSURE MING BY MULTIPLYING THEM BY B& IN ORDER TO COMPARE THESE Wi MAM, (Ai C2) MINIMUM 71WADED PO4ETPATION Of LAIG SCREW, INTO THE WOOD FRAME UNIT SAIL BE 1 1/2' NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS �3. 9 FNRLI 12 & 17. 18 PEWTRAYi INTO STUCCO SHALL. BE CONSIDERED AS PART OF THE RECURED THREADED PENE-TALOON IN ORDER TO VERIFY THAI ANCHORS ON YHIS P.JED. AS TESTED WERE NOT OVER STRESSED, A 3= IKWASE IN ALLOWABLE STRESS FOR VAND LOADS WAS = USED IN THIM ANALYSIS. FASTENM SPACING TO WOOD HAS BEEN DETERMINED IN C.11) MINIMUM EDGE DISTANCE OF LAO SCRM, WTO WOOD SHALL BE AS INDICATED IN 1INTS Mwili ACCORDANCE WITH H.D.S. 20111. STORM PAIii ADCQUACY FOR VARACT AM WHO RE&SIANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 16M.1,2 OF CA) MINIMUM PENETRATION OF WCOV BUSHING SHALL BE 5/6' 1/4" O-ZO SCREWS USED SMAJ. BE I 1/2' Logo MINIMUM TKABOVE MENTIONED CODE AS PER AMERICAN VEST LA13 OF SOUTH FLORIDA REPORTS #43814,01-01 AND #O2I9G2-09,ASS SHOULD STUCCO EXIST, AND 11� 1604UW MR WALLS WITH NO STUCCO, PER WU fZ-09 & AM C =-02 STANDARDS. AND AMERICAN TESPING LAS SOUTH FLORIDA REPORT #IIZ3,U1-I0 A' PER TAS-201 AND TAS-203 PROT000I.S. AtAD AS PEP CALCULATIONS PERFORMED IN ACCORDAKE W1 SECTION 1604 0. i IN CASE THAT Pi STDA, OR. PAMAV CONCRETE PANELS, STUCCO OR wow BOARDS IIE FOUND ON THE CfTSTINO WANI. ANCHORS SHALL M LOW 0140i ,to REACH THE MAIN STRUCTURE SE14NO Sutil PANELS, ii SWILONC COM- ANCHO"Of SHALL BE AS MENTIONED IN C 1), C 2) & G.4) 2. ALL ALUMINUM CKTRUSIONS, 10 HE 60r,i ALLOY AND 4EMM. (UNLESS OTHERMSF NOTED). SEE SHEET 2 [" ANCHORS SHALL BE INSTALLED ML1,00104 ALL OF THE RECOMMENI)ATIONS AND SPECIFICAT]i OFINT ANCHOR*$ MANOFAMAIM, � ALL ALOMINUM SHED METAL USED AT CLOSURES SNAIL, Hi 310!f-li ALLOY, t! PANELS - � 4 ALL STEEL Ili METAL PANELS SHALL mAW STRUCTURAL QUALITY STEEL AVV A-653 ORADE 50 MINIMUM. 0-90 GALVANIZED URCi ti) ENCEPT THAT NEW"(; &a . SIML DESIGNATION Wi 92 2 kv (AFTER RQU"), 9 IT SHALL BE THE RESPO 5 ALL SCREWS TO BE STAINLESS SrM 304 OR 316 AISI SERIES DR CORROSION RESISTANT COATED CARBON SIM AS PER DIN ATTACHED TO INSURE PROPER ANCHOWGIL THIS $'If BUILDING& 50016 W1 !f13 k,i YIELD STRENGTH AND 90 kitt nNSILE STRENGTH! AND SKILL COMPLY W/ FLORIDA BIMA)ING 00" SECTfolif 2411 3 3A. 10 EACH REGULAR STORM PANEL Wi LENGTHS OVER 90', AS PER SECTIORS 1, 2. 4. 5. & AND ALTEANAINTS, VW. 3W & 4W ON ADLECI:-�MA EAD'i VISIBLE 11AIRKING, INSTRUCTINq DONER OR TENANT TO R 9 ErTS 4. S. 6 & 7 %� �Mny4EI=VAVE 6 BOLT$ TV) BE ASTM A-307 GALVANIZED STEEL OR Ai �SDA SERIES STAWLESS STEEL, WITII 36 k1h WMMUM YIELD STRENGYi SH ,rNT URV % ECURE PANELS WITH DS F HURRICANE WARNING 0 7 ANCHORS TO WALL SHALL WE AS FOLLOWS. I'. THE INSTALLATION CONTRACTOR IS ft SEAL/CA" ALL SHUTIfR COWON�Nl EDGE$ WN-CH REMAIN IN i:ONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WfW/RA4h'WMUSM (A) TD-Ef.'M&-ePUR&a&� - 1/4-f TAPCON ANCHOn AS MAKWACnMED BY 1.1,W. BVILDEX. INC (Min, F3!92 P.3.0 12 Mft PANEL KIFALLAMN SHALL CONVILY MIN SPECS ININCATED IN THIS OAAWING PLUS ANY BUILDING AND ZOWNG REGULATIONS - 1/4' 0 x I/Ir CALX-IN ANICHOM, AS MAHILIFACTURED By DEVALT 94C PRWDED BY THE JU"DICTION WHERL PERMIT IS APPLED TO. - t/i � 3/4" SOUD-SET ANCHORS. AS DGIRIBUTED BY ALI. POINT SCREW, BOLT & SPi CO, (Mr. 1,..30N p.i 13 o) THIS PRODUCT EVALUATION DOCUMENT (P.F-D) PREPARED BY THIS ENGINEER IS GENURIC AND DOES WIT rg,OMDT, INFORMAi I - #14-10 FANELMATE FEMALE 0 a OANtLMATE PLUS ANCHORS, AS MANUFACTURED fly FLCO UINSIRUCTION PRODUCTS, FOR A SATE SPECIFIC PROADUT; � WHERE THE SITE CONDITIONS DEVIATE FROM THE PCO - 1/4-0 ZAMAC NAILHI ANICNORS. A-5 WINVFACTURED BY DEWALT. INC. (0) C"ACTOR TO BE RESPONSIBLE FOR INC SELECTION. PURCK451: AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT AT) MINIMUM EMBEDMENT OF TAi AWN095 INTO POURED CONCRETE SHALL BE 1 1/4'; 2' FOR E-AX0, PANIELVATE AND BAM ON THIS P-E-M PROVIDEZY Af/i 000- NOT DEVIATE FROM THE C(PIDITIGNS DETAILED ON n4s� wwmrw CONSTRUCTION SAFETY AT STE 4 ISE CONT[RACTOR'S RESPONSIBILITY I 3/4' FOR ZAAIAC NAILN AN040", A,2) CAi & SOL)i ANCHORS SHALL BE EMBEDDED 1/6' W10 THE POURED CONORM NO EMSEDMIEW INTO (0 THIS PRODUCT EVALUATION DCVJMW VAUL BE CONSIDERED 04VAUD IF wi STU= $HALL BE PERMITTED. 1're 0-20 SCREWS usilf SHALL WE 1 1/2" LONG MINIMUM SROUILD SW-kl EMT, (4) SITE SPECIFIC Pi IINALL M PREPARED DYA FLOROA REGISTERED ENGINEER On whili WHICH Iiii MCOME THE AND I' MINIMUM FOR WAUS VTN NO STUCCO, A14D VAT BE HEAM SCREWS OR ALL nNnifini $CAM W/O HEAD. ENGINEER OF RECOM (E4A FOR THE, FROMM AND WHO WILL BE RESPONSIBLE " 114E eLff Yi WING NUTS IifH . ING AS A MIFGATEO CNIGINCER TO I FK PROPER USE OF THE PEO GU,EER (IF RECORD, ACT P�ED ENGINEER, SHAL6 SUBMIT 'TO THIS IATITA THE 'VIE SPECIFIC OPAWMS FOR AEVEW, 4.3) IN CASE THAT PRECAST STORE. PRECASt CONCRETE PANELS, PAVi STUCCO OR WOOD BOARDS BE FOUND Oti THE EgiSTRIC WALL OR FLO", ANCUOPIS SNi BE [-ONIC MOON TO REACH THE MAIN STRUCTURE SO4IND SUCH PANELS (ii TMIS PEO. SHALL BEAR WE LATE AND OMINAL SEAL AND SIGNATURt OF THE PROFESSIONAL ANCHORAGE SHALL BE AN MENTIONED Ik A I) AND IN A.2). ENCJNEER OF RECORD THAT PREFARI It (8) TO N C. svt &K M L.bSw- 1�.-Ml I.. SHuTTER MANUFACTURERS LAW, SHALL OZ LOCATED ON A READILY IA54ME LOCATION AT STORM _vw -0199L.Wk - 1/4: : TAPCON ANCHORS AS MANUFACTURED BY I 1. W OViLDEX. INC. PANEL SHUTIU IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL SHALL 13E PLACED FOR EVERY OPENING LABELING TO COMPLY i -SECTION I 71"G.3 Or THE I - lit . 7/3' CALX-itil AARINOM AS MANUFACYURED BY DEWAi INC, FLORIDA BOILING CODE, - J/i x 3/4' SOLK)i ANCHORS, AS DISTROUTED BY ALL POINT SCAEW. BOLT It SPECIALTY CO. - #14-10 PANIELUATE FEMALE FD AND PANELMA--PLUS ANCHORS, AS NANUFAMRED W ELCO CQN!i;ITl-UON PRV�Mltajj, . , 4 - 1/4- 0 ZAIi NAJUN ANCHORS. AS MONUFAii BY DEWALT. INC III: Tz %, 0 ,-kti - - - - � �11X -Pe", 9,7 I) MINIMUM EMBEDMENT OVIAli ANCHOK F1--0 PANELMATE-5 AND ZAMAC MUN ANCHOR. "i ME ow , N,Ti*-�� FLORIDA BUILDING CODE (Non High Velocity Ji Zone) . Cone BLOCK LAIR SHALL OF 4 1/4- 1-1 .1, ' - I . A"010 14.1i f"K. TA ;� ` I *. It= Ott- wr , 92) CALX-iN Ik SOUD-SIE'T ANCHORS SHALL BE EMBEDDED 7/8' INTO tHE CONCRETE BLOCK UNIT. No a N6441 67 - 24 GAGE GALVANIZED STEEL STORM PANEL STUCCO ,;HALL BE PERMITTED. 1/4' i SCREWS USED SHALL BE 1 1/2' LONG MINIMUM S�OULD wx. * ,- �-= �- -TIE C �0 AND I' INIMUM FOR WALLS WfT4 -NO STUCCO. ��' . -� , /1�1--L \ 01"""n' S - STATE I F -7 , - \ GLOM PROTECTION PRODUCTS, Li .71, _ ... . - 4--rz, " �Awf " Z, 6-1.0, -, L N a oNi I, ,1Xh4 0.�) IN CASE THAT PRECAST SICNE, OR PRECAS1 CONCRETE PANIELS, STUCCO, OR WOOD BOARM BE FIT , ;�k..Ii �-..-i , 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN VRUCIURF BEHIND SUCH ,,�N 'k v � a ftow, cniiqus.nii ,ii Dfoqw-", s . 0 " ANCHOWE Vi BE AS VFj"ONEV IN 0- 1) AND N 8 2) if,�,/OIVAL ��- PA-Cooli - 1 0"Ali - ...... 9 offlall ,E sm I "umimmi *MI kall i�,. I 1, - ,,-I- � - I - H, - -, - , - ---- - , I I INSTALWIQN QEIA-IU EQR REGULAR PANJEL I INTO POURED CONCRETE OR CONCRETE BLOCK SjRjj9jURE$ TIi,ia POURED CONCRETE STING MORO CONCRETE --gsww "..m : KIT BLO" � OR CONCRETE BLOCK - 11 REINJOEIG, 11 , REQUIRED. CONCRETE ANCHORS � CONCRETE ANCHORS ,,, � IsIr SC1=1 10)" - jbu bCH"I"'Lut UN 11 � % =ZV0111110 "En 0 T , 1 �02 SKM TITO- ,.I � �" (q \-.11 i � EfLoq� - I 1 fivIti r ---- r,� I/r .10woulm, , q1-3 -, ; 1/i � � - � " 11/4' � � iiii 6 IAV at � .1 I— -1- --- , ;; � wMAX, -----11---- I CONCRETE ANCHORS ----1 � 1, I �, 11 C ISEE SCHEDULE ON ... �- . ? ,, F-110 -� E � SHEETS 9 THROUGH 10� I I , � Is, 11 11 . - ', - .. �. � �A I ��,� .�.V,,,�,,1�1�� ,�, ��,�,� "" ! 11 W '11" 1. , if i I -01 ! (1D � I Eet t- 0 1 1 1 ��,'i i T, � I I . I I .1. I I LI-,'-,--- F� � I 'I, �,� I 1 - --,--.,- V.-ii - ----L.- - - �/-�� - �4 F --- . , I - , I - .1 ,-= -'...!i 1) SEPARA . rtON T -, , , :, . I "tz I " I_ , ": I . "' � 11 , - F - TO - - TO GLASS - I wiaiiiii I . 11 1111111, � ,� I 1000" 00 Ifi -At UNCIN 00 Ii I I � EXI I (SEE , I . 'L, M.. I SEE SCHEDULE I I . � ,L I �.' - �.:::: I I - - � I I . 11 W-hil = I, ON 94M 3) I ON PANEL LENGTI4 4 1 � I i I I (SEE SCHEDULE " I 'r si Iwi SEPARATION 1� Moi TO GLASS. ! I il I I ON SHEET 3) a I : PANEL LENGTH � -I (At SCWDL41 ENGTH CONCRETE ANCHORS I.- - �, � � - .- �� ti � - -A -,--- l, - , ,A�. I .� I I (Ste SCHEDULE I SCHEDULE - - � 0- ON I SHEET 3) ON i ---- I ON ($EE SCN"ULE � I 1 I HROUGH J) i I 1. � SHEETS 0 I i -..<- I I - -1--11-- ,4 ON SHEET 3) - - ,---- 1� 1.1-1 . SIB: 1 i . ,,�D � I 0114 I , ��. � M i � IL Ll�..� � I �' lim I i Out �11 , ? i OF Mal WIN i . ,,,,,,� � " � , , 14� i - i OF *0 � yi�xt �,,.,.,,., ---q) ED. J ,e�, I MAY. ,- �/ � I ") I I ��,�:',, I i 1� Vfl�ln-- , I i ; � I , . . .... I 11 � I'll . - , "�,�,,'-'��,,�,;�'O�,,,,,�"r�,,-,�.,�,�,,,,,,�, � � , : I . f � I I �j if 11 E.O , i : l ; , I I . 11�111', I � ED. 1,�� i � - . , � I �,,�.�� i - I , ," . � - I - " �* i � � � I I � 11111111111�� I �, , I .- @ � "I'll 1, "12. L I � I ,�!,�','� I'll, I., � - - - EXISTINO pi ; I - J - - Ullix , 11 LL=:±M- --- � �11 L - ----- I , I 0 12 1/2- 0,C I , I , 11`�`, - I I � CONCRETE OR - I I K, APPUKAi i -r-41 - -��, � -L ;g'ki" HOW Iffii HOW CONCRETE aftocx I - I Coi I 1, 0 , I " @-,- - � � � .� ! = X SCREW ON REQUIRED. _ (SEE � j I - - - - ?'411 I - I I .11 I - ,� I . . � HED " " - I,.- VA. W/ "U'r -, - - ---.-- I "' , � -" ii -D, - t . " ". -, �� "I TH I 1.) I E .� I- LIK". - e '. 11 `3 � --muml C I I - - LEG LOCATION 1.� 1 :611 -Y I " , 1, � �, -1111 POUM " � . - DUSTING CONCRETE " " CC ARE USED & IN . . . PANELMATFS OR CONCRETE BLOCK ALTERNAn CtINCRETE�, 1 ==Ar"O _ ARE USED. NEOUIRM ANCHORS -91PON�:�MNCCMLG. / .1 (SEE SCHEOULE ON ISM SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THRMIGH 10) 8U":;;QLa mot INC WALL M2UKUNG &ILL MOUN 0= MQUNI wm,j ;lEm'? SCAE 3/8-T, "N100011001", ,i A tillit`!* 46, ."..1.11..�V � , v N CAI ., a 1� FLORIDA BUILDING CODE ikon High Vowtoi No lCorls Zone) , , 0 . GEN 1, I It- �* . 0,44167 % i mm Ifulico. M. 24 GABE GALVANIZED STEEL STORM PANEL r.p. . * z . = I OfKwN 01. 10 : = * '-, * I * E - WIPAM '4 ` E.D. - EDGE DISTANCE ' STVFO� � .�' ., UTE i -31, -a --r= � (SEE SCHEDULE ON . V - - 11LIE C O..w.�, GWML PROTECTION PRODUCTS, UC1 TOP & BOTTOM MOUNTINGS CAN BE .I:xf, 1,'�Ae- 'i --- "ST vfw. I =,+ SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY -k I�z i - � .g,* - , , INSTALLA11ON, , I .1 ..... � V��Z"�;�,al -Um 1"iiiLz4eIU--w1 0.4,1411-voll, FIUL (M)feii 20-175 ""� 0 M=-. - I - I - I .... 014.04C ft lt;k ,,,, 1.1111% --- , IT .1. M � .0i � if I ; - --i TtL I i - -11, ,r!"I I 11 -1 - - - - 1bjSULLABQN OETAIU EQ8 REQULAR PANEL (1) INTO WOOD , , , , "T'-,�.� 1. � �, , , '. " � , I / ,� I ALTERNATE LEG I- . - IlDoxnaii, 414" (Ai EXI �J , ,* � , i � - i - I , - sum KQU1M.`M=r- . I � . ; � � I � : I � 11 � : i .. � � I FT - � .1 . .: ,� - - . . ADEQUACY OF OUSTING WOOD � I � . -1. 71- - I BEAM TO BE CERTIFIED By -,ia ` Eli 4 - ,- - !L� - REGISTERED ENGINEER OR , , ". � It , lif I ir , .- " .., �-� --� ARCHi wim TO S"Urrs . . , , I I INSTALLATION. ,r 11 I ALTERNATE WOOD AHCH10Rj . � , --- ; -� � � : - I ` tu�. - 1*0 wM WBOD ANCHORS I � , . . , �, -(SEE SCHEDULE ON (SEE Wi ON �� , , , , I i =1 Hu WAS TIN I - I ; SHEET I 1) SHEET I 1) . . i ��` " - - '� V.1-31NI, z =/ PUT ," I I ) � �-1 1/2' ! " 0 12 Ili � ! I � , , Ee - _j 7/4" �. � i " i I Mim, WOW HEADER , . � __ -11---- j ---I' I I 1 '---'----I REOUTRED 1, -X -2 =*%z I I (9).-, . �, , i � . � V, � W-4 Q 6 , " � I'm i WOOD ANCHORS I � � 1 .7�. I I i I Iii 11 1 � '2* 1 1 v � � , ,f-. 1 � � 1 � (SEE SCHEDULE &- , , MITI, ' � t �,, 1; �,' T . i I / 1, - I Mi.. I 1. : -- (1) i W. i SHEET 11) I � is i 11 EPARATTION 01 r 4 t 'r- . I I -� GUMS& . � ; I r I �:" SCHEOUIE T �j I I � 1 3) il.,-Z-a ki SEPARAXION 70 GUAM -17 " I -- -o Mu. - - 1-1.1 � � r CuT scmuix ow war 3) " : L 11-11 : ''I ='i i PANEL LENGTH V 1-11, - RX. :to I I - tl-.-- -- ,��.- 'r , ' . "i I - v MAX .� r - , � , -- w. (SEE SCHEDULE -----,---.- ----I PANEL LENGTH . � I umw ON SHEET 3) I I I Dori 1 1 1 1 ism SCHEDULE -- �- -- - - I... - ON SHEET 3) =-:1 V- , - -- -1 T j I I I I i I I '�� .11 � -I �--�- --A, , - -- i . � I I I I I � (D I I i --(1) or 'E." I 1 5011; � I OF Y I , , wy. - I MAX i - I - -- --'@ I I I 7 - (4_-, � - 1"I ,tg�,; ----.-- -,.- -,.---,---- I 0 12 1/2- D.C. I C - -- - ---- -- - I - -- - 'P 7 �-� � ED i ; . - - � rZ,2' . � i ; "� ------4s:* 4 � � , - 20 - . -�V , i I E10- � I =16141 - -1 I 1� 1! , w 0 W" I I � v 0 �/ 01c, 1----- t f , ,;� li� � I I - I � - 4 ,.:' � : I � � �, I --------. � 'lot) . � L I j!1 - , I , . , I , � �zi I - �---- --". - � 4. -;rx6 . , , -.1 -i - - I- 2'i wOOD Pti .� . --'.,- , � �1, i,i ,1 'I, WOW Mi -�----, DECX REQUIRED WOUIRED � , , , - WOOD ANCH01i �, - - I-— - 1 , , I ; � I I., � r � � SCHEDULE ON ,�,, MT � � I-- - � (SEE Safe" "---I-- 4' , - fl I 0) , WIT I ...... - " - - I-,------ q.11 � , I) � " ,------- � I - I I I i � I '] 1� i � I i � - fill�--- '.. - , 2 -1. I --- � ' 10 � I- i - AIJ I � Q MgjA I" Mi BUILQ-OUT UNTING SCALE 3/i Sw ALIERHATI-ift 'O"i .... SCALE 3/i .4 41. e,g,-S �":. �14"';' , , - , 4# -` - ji� i ..., V�CEM,vi,-.,,A Mani, 41t -, .-j -1 WE FOR COMBINATION QLSQM057z -z .' NO. 44167 ` z 3 * : = FUDRIDA BUILDING CODE (Non NIT Velocity NUT cons Zone) ONLY VALID FOR li A,S-D, �' 1. INSTALIATION ARE - .-, *1 w= wirm - Ii TOP & BOTTOM MOU"NGS CAN BE DESIGN PRESSURE RATING (pA.1) AND PANEL LENGTHS S- 70'� StATE OF .,Qr 24 GAGE GALVANIZED STEEL STORM PANEL at" vy COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 vop, . . _,z INSTALLATION. -I, , -1, . Ili <z i "i 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD I 0 "*�> D./ ---...-.. . , i I MEMBERS TO BE SOUT14ERN PINE No 2, W1 SPECIFIC "...1. - - / 11LIECO. OWUL PROTECTION PRODUCTS. LLC. IL2010 � DENSITY OF D,55 OR EQUAL. I U - 4w 15,fti 51 orw I FL Mi- I ..... IN011 CIA - lil I ft"ei amiese-7s A, FAA, (".Im-sm 20-175 !A M 9111-11"10 " � - - Ii .I - CAMAMI; N. 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MR " OPOORION to w paswal mulcm SPAM � 11 I MIT) OrMS; WAO FACM WAL W at LESS 7MW MAAWAM SPACRII POWER M ECH M04M Tft i i " 04 im ScHr'DOLL I > 40 PSF 10 60 PSr W-2- OPIUM V904 KAOOR StIJUL Not V_ LESS TWA UNRAOT SPACING ROOM FOR SAW AWICROR TIME � I 11 > 40 PSP TO 5D PSF V-2- i . ,'� _,", I � � I I ItIt'ik III, I og Tics, w4miu, 1 - - - - - 11 1--___ I ____ A _42,w -, - 41� 1�t I 4 * I/**. Lf'r, -- I Vivo TO 60 F 51-10' IV* MKOR,4 zew. 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T.P. __1__1_1__ __ - ---t --, -, i _-, -, __ 4 -' - "' 0320 TOM, PC CAAE EAKANI 24 "t GALVANIZED MFL STORO PAM --j-Y'r-�-_� :;- , I _ __,n1)r_____ - - z �,:-]_---,�-!�ItA_ ----- . 24 SAGE GALVANIZED STEEL STOAV EANEL � � , _______�_1jr�____,1_1_1___A! - ii-i-', I � O� 44167 I �Z4 CA" GALVANIZED STEEL STOW PANEL ISAwk ft I ;;�--I-i�-- --,-:--- -,�w _�7 �_, - f , 44167 . i OMMI, IM: �� . s ZPAW Or. SCALE 1/41-11 SCALE 1/4--l' . 0-_, _______.i�__________I___ 111_;�iil *z - __ , __ -,---- - - - ______IM,______._,__, _,�= *. * .*i - , ----------% - --- __t.�i__ �_5i '. * , .*# - ____ - � - _;__ s I "I _,,,,iII.w0II,,I.I�.,. __ _ .... X_ _ -, Z . ----------- ��- - I'* - YLAIE I & _��__, , - 312: - - 4 I'll - i &_ �.,_ _�__� - . -fitri—co— '02 - TO 11w ,�_:!> / IL ECO,mc. \OL0"LPR0TECTI !g"iL GUML PROTECTION PRODUCTS, LM ' s I., -=::�_ - I ,�, / n Ur. "', J�':�, ON PRODUCM LLC . ..... " =1L EC071111c, MCI - 1111C \ OLOW PROTECTION PROUC , P". _ _ ,O) 57U� RATE, I I 4W &W. in 111007 : SPACINGS ONLY SAW WHEN I � n1sv)e I 11*" IS USED. SEE WX AID' -i� ., 17 .. 400, W 6 01, . 0, t � ! �; is USED. SEE ex #I MR W. AL -%�-i& olflulp,,.� -,��,,,M -_-& A * W19.1 4 � 0 .,* .Mne Ac, 4 is USED, �er -175 L WHEN SPACER rkS Lw1 r umv-3 " "U*=2'j=.IMAA -175 - - 20-175 L �,,p. =.:.%� .w, . , WL 'L'Tw , M'(w , tw wv - no, W, 1 ,.. 20 W= - 20 1 I)ir - 'A =1 _22nt�� r�p _22t WADS At MIIX L fm,!ii� -- pow QRRPRM7546� ft (0.1"It-o'" KC SOKISOWUNEWOME , - 4 I-, - 1K�-" I � Mitt � 1- PAWAKIlk, _ 'TI#1fNRm0w%�!APOmwE1P.m I - -_--_-r- - MI-T. 4 / �Qici OPI ROW, ("4"R-"71 !� � � t � as 1- FlIrmill ammPa,w I to -2t"- . i;Eg CA-.00AWTV #410 *AM 4 TINT WAIM Air &� I =-.-I.. I no"m 1,4 = !=.:-,v- j" It - .2 __wm�� .,. I I . 11 I11 . I .. .. w - I mi �Pom; JOAA m , _ ___ - -.1 ', - ---"--,-,,--------"--,�-�--,-----,Amclimtvt-,;Et &Aof It 04%4MSt3,14.15*f$)--�-1----�--------r-,--,-- -) I , " i I INSTALL&T-1 tt-DETAILS FOR LIFE SAFETY PANEL(I , I � , r VAX, R-IA/13, R2A/13� R3A/14, R-18/iS, 11-2111/12ii R-30/14t r MAX, ftA I "I'll',',, ....... ....... "I'l""I'll""I'll'll""I'll""I I* WK I* Law RE5SURE RONG Lp.s. & AND L11,111 AY!Ut!U ANt'140- - D-M-I(��, _� _,71 4-IAWjI$t A-20/15. R-341II/16. *-Iaw/ls� R-28WI R-mw/Is. r- "17- � � ----'----7- At:ION ---I-- ___-1_1__11__,_ , " �---,---,-,-,---------.----,------.--�----- .-,----,, --- - I t __________F -1 1/410 I- ,-- 492= ,'I I __w-11,1&v`C ."I 1 � '.. - 6 � -CM&TEC Z dz- �='RIPTI'D � I, I __ - USED I/VIITA:��__ �, , �_ . �� 'C. I- E EQR ffMLAR ST9 M PANEL CLIHM I MOD SMOAM 4)-,(�) 0 11 0 0 0 0 0 0 6 CONCRETE 9LOCK I CONCRETE BLOCK CONCRETE BLOCK en VALID ONLY FOR PANEL 0INSTALLAMNS AS PER ALTERNATIVES IW THRU 4W, ON SHMS S * 7) 1� � k ROAARID. REQUARCIL PMUPBOI ,� MUSED, " - I I I I -1 ____.; 1___ - I I ._______T1_______1 11 41=11 ,,�, ____ ____ - ------r-r- 1'� - I . " , ---I-- -1 I -1 7-02, � , C2,) 1 _(V�� 'S .,--, ! --l- '' � 1 ��2, 1 .� il I - 7- i i . _� , �� i I i ; j I I J � I ____ - -1 - I P, "' i i i I � F__ T/z - I- - 4 � - IF—- _�I_ � (= -w := " r, , MAXIMUM AWWAS SPACING fOR F,D. - AS SOTERIN ON SIHEM 6 At 7 APPLICABLE WyWUM MANIVUR ANCHORS SPACING FOR F-IL - AS SHOIAW ON SHEM 6 * 7 APPUCABIZ I � I � t;;� ", ; 1/4 V/4� 03 = I VAX. A,SO, MO. ASA i 1 �,,ji�,,,11,11 i � I . � i I to ___ _11.1-1_11111. I m- - o�__ TO 'VAr � I I I I -,-- ______ :� w DESIGN - I - 11 1. PANEL DESIGN - I ! 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Omm voiibsit MAX PANEL LENGTHS WHEN SAACEN�R-IS SEE TAM #I FOR VM A.S.D. DESIGN LOAM & MkX PANEL LENGTHS WHENSFACM 0 IS � ; � 4, , � OANE, BOTTOM 0ORNEASS � 0 ; ,I 11 4 � ; � ,-, __A@ � 0 1 � 0 NLY To ALTERNATE 2W, ON SHEET $ USED, CORRESPONNNO ONLY TO ALTERNATE 2W ON SHWt 6 7 � � 0 " vr � I I 0 12190_-� � I HING 0 1 " I D.m I I -, I ,,, iw It i __A_,___._,_1_1_____ i_-1.1111-1 --- 1111) I � w ; i "I � j i _1____J1__11___I � I � J__ _ - I I (�� _r � 4 � ; r ... E? Ea f- I ___ � _� I - � -OWMAP-� I _*ABLAIM � I - I_ I t - 1, I � ________j_ - , , 1 ",__w)0-2w4, __ � - ____, __________. ___ - - - L SY4- �., I �p I - " j'a M I= . L__J - ____A----- -I - --ir s, WITRO i I -T f LLL =11N.'A'. mulm "' , , n r __� . LrPt, PANFC- RIGHT PAWL t INSTAILLATICNS ONLY'VAID FOR I 1, , - . (2 �_o .1 (�) I I . NF_AT_"'_ - _ _jBAB NUT A � I ot . -1.1 .. jj A I - R_11,/ 31 tk4 - I ' ' I _� - 1A."s, I " UP To 170 mp.h, �, -nA "I 71K t�l R-IA/13, R-2A/13, R-3A/iik I�L R-29/13. R-38114.L 11 mw $Pow e , � III , I I L I � I I � L*R-IAW/I*. R-2AW/M R-3AW/I& � � _L/�*.TAPCOM , � 1-_= ON 1 , � A-110W/M R2ft/15, R-30WI I � �, I ,--",,* T= OLCL mkx" pma i I , , L.. A.33). OEM Lm LENGTH I -L�------'�--�---'-----�,,,,---,AuCHORs GiM sEcTIONS At ALtERRATIvICS, ON SHM-f$ 11 t4� it &I0----_-- ........ ___� � ,I . ._ O.C. I R a 91 Ole. le" 'An ., � � I I . I/0 ", OVP � � 1EING POUREOCONCRETE OR � C451014 POURED WWRIETE OR I _W , _w W-0. 777 C;g= CONCRETE OR -DONCRM SLOCK nrolwz� 1 40 PSF OR LESS UELIAEOL STORM PANELn1 ELEVATION (t) t � Mrmp"'amoK ZINC a, - 41im OLOCA: REOUM REQUIRED, I SCALE 1/4'�-I* 1 1 - > 40 PSF To 50 RSF W-2, " 21sor REGULAR I I mmmu JH&UNEL lorit U I - - 0 i:t,w ov�w_nl__�� vAw_-O I 1, I � I -EOU- ,_(1) A to 9a I SIORM, PANEL I 54VKM PANEL � " I > 50 PSIF 70 SO P%F W-10, I w ot � I 14 i sAg � xOtIvAtann", i I 1 Mmm 4 ��i__- V__�,- '-w-f 1 f==�- -4 =1105 &9= ��3�r,V�X7 11 ,,--_--_1_ , Z� _______�` ---- � --- ".. - A MAX. PANPI LENGTHS AM ONLY VALID FOR ttliiii�UATJONS , ".. ... . I ".. � � � ,;� 11 �., , I 8�1- 518�1 . I 00tonn"No . 0 1 W/ PANEL MATE 1D OR PANEL MATE PLUS MAIL CAP ( � '�i ", - I L 114. L � - , 1�11 - � IS, !, AP��:I�/Z I I ; - / "I _vwQft`AJW1 . I . N T, ANCHORS & __=�-____ . - - I =' , _. , A � __ _A��==___ = __ tot. � �;) . MtLhc �_=___'%.__.e,,___ - Tt . . __ /�:t L .!O , I 11 ..� , *. � S Sm SNIZIS; 15 a to I'm Atuw"s AXI TIM __L '. W-,e � pl. ".." I TYPE a STA04 FOR PWAUATIONS, Onto * I E I, - =_ � _� LIFE Sa PAU , Z imitito MAW MALSINI FLORIDA BUILDING CODE (No" Ifigh Velocity Hurrlooria Zar's) 779'. �qu*� __ � * L FLO SUILOINO CODE (Won High Vai Nfj - on, a Zone) UK" ANCHOR SPACNOSAM TAPPAN M##" NO" %PA&M tL_ ---!.- =*� �. z FLORIDA IWILDINO CODE (Mon "I'gh, Velocity 184U one zorta , .1 - - I I , _____ -------- - s � - - " . - 11 ol' wm "104 W_ t-01 1. . , 11 .0m iwlm "T FA. Ca MAKE AM 00CATM ON OIM .W.MI _,O_ 00 "'m , , , , � . z " -t%vuf � __ 24 GAGE 00timm STEEL STORIM PANEL , 7.4 GAGE GALVANIZED STEEL STORM PAWL = :1 * i 1"m ift, - - - ------- __ ___;�;._ ., RID �.�. I SCOXOULL MR M Lms ,It" VANCATO .."ACIP-) Is 24 IMAGE GALVANIZED MEL SIORM PANEL �.� - ! 1*9 !!�wl �.� 11 - - - _____ ___ ____ __1_____1 - 04 50,011a mum 0vvR SPOCING �otmm. oM* OW4 STATE OF .,tc. z OWN 0, 1 * I * I -1 zxmm : - offimi vill t , t ,% - _� 07al/me BY mjalpt*4 woom; "44 ON � jawrmaimittaw 1� A ,�, I __-, AM Of ODUCTS, I.M. Ot"""m ;�, - OLDBAL PROTECTION PRODUCTS, LLC. PRR,_ it� In Inc POUOPI FACTOlk", - , OF/1"Am I - IL JECOI,,.� OLOUL PROTECTION PR 01m, -- ��,,"t�!! OLOBAL PROTECTION PRODUCTS, U,C. O"r. 0'. 11, � 4M SAIL 0 SMOT SECTION A -A -%Cswie; SlOw POR T"S OAMI"Poto BE POOR"' _.__��12�-___ � ..., _11 , - 01PAINCT) LOW ". - . _ / -m � , I 3,611, n. ANt. SCALE 1/4'�Il _T�, PAW. Iss-Nme-76-11, nmWARM)OP-10,07 0-175 maUs"M Unis 1w1q 2 1 'I �_`_ At, , !.1- �: 1 ".*A1,2,w.1T.w .*, ..: 1. it --- ,UNA 71,� Ke,,� 20-175 ,2 � _m� "Inow.-W "M CKWMIRI-7514 FW� P54)02�11740 m onAinni't 7_10 tkt-)No-$M 20-175 - � . 0"" *t ,Nw - - L-"=-____'7j--__j --c!"' 4 � lofti-I, avow ft tti,,ss- 11 � - - - I _ _ VIRMUM SPAC" ,Alm , 4wmi� "'OC'ePPMMTS^ F""r a ::Fff=_ I,-, -'---"-- � : Mitt," T`FE ,ON Ttm SCY-Simr - 00�-Qowla . :. I= . j , T I I 'PAIA,_ - �, ;r 1i a is . I;__ ___ A%'Jr I I- rt sm/MaNtiltmelam", 1=1 _11U1 4,AAPZ-,- == " III ,_ I I � ,441A' 4. �� ! � ! � �� i ! � � �� - . tmn - I. -". - - - -.-- . _______ �� ffm " �: � - I . . .. I I I . I - ''I'll - -------- ----.- -_ IN51ALLATION DEML5 FQR LIFE SAFETY PANEL2 1115ULL09k INSTALLATION DETAILS EQR JJFE SAFEJY PANEL _QELA,U_ FOR LIFE SAMY PANEL61) INTO WOQD_ff8YZYBf,S INTO PQYREQ CONCR �n 1',7_T,7 ", � __,V�-_!, - INTO WOOD S UCTURES , -� � a] IF � � I ,,� ,' ;"C-7 , "I ��im,--,��-T-r ,11 � , Ir, I j, 1 � � I � , f y � ,, , ; � u , T'� ,� � ,, ,,7 - __ �, I rg ,� ��7_."___ - I I � �� I !I - ___`_��41111 -------- -- -- L�, , I _� � __ * , , , _', � � - 1/4-0 TAMOM, tx9mv pmmo ---I,.kxww, POUPW � 11 , - 11Z $i 11 I !I,,", MCHM a 216'"t71 �MNORM a � CONCRETE OR '� I �1;f___gj, lot ,,,, -,- ,,��,�,_ ,- _roxw �, , `1 le-, � IAEO " L _11,", _ " 4 _ 'If -11 11� _o; _=wmermit __ - 140 HEADER �, AN - � ,`, CONORM SLOCK I - It _v.w Y 6 - 1� I �_, - � , 1�_ '14, _0 D HEADER � 11 L, ` , " MEAPER CONCRETE BLOW "L 1, ,---,,�,-11,1i ,�, -, ` 11�' � - RIM 1-1 �,___ _90 D U) REOVIRED, Riwilm, - . 11 I _1�_j , -i-1- �� _�,' �A ",_ �! I "_ qj, �', �, �� i . ", 11 " Iii I I 10 TV I M " / 3 Y4.0 ntPooN, I TWOO _�� " I ��_, I 1 �-02 ,-02 "k �, 4 I- I =, ON oc� � - 1� � Z ox. �\ � �� ANDKOR 0 9- OX, I I APCON , 4'L 1,4'0 WCON " - . I f �, I 01 I �, % 1, ""' 71, "' =OR 0 v Q.Q ,I 1% � rt ft , .= a S. O-C, "I, I . %, I v M MCHORQ 9- Q,C, (D F__ 02� I N4' r- , '. -1 � I I ,� f \ , - - �� 1 \ 1 , 1,11 114 7 -1 , 1 � � � I ,� . __ � I \ i rF . . W 11 ,I "I /� �:, " f q I- � � !A!P�_,_ _ __ -, i _111--11 I I I � Mi I I / i ��, -14 ,", � , " 4 02 � I I �, � �� i! tij � I 14 11 , �� I f I'll i ��s 7(�ij i � _-02 02 0) 1 , " L'�,,� I i , � j , I i"', , , I � 11 -1 fir I I _4 04,0 0, � I I/r 1, . , , .1 � , x,:,�, t M, R - 0 I 1-i"r , , e � �, , I I , 71 I . i � W A/4' I pn- - X,Q"iI0l _- � "" � , (D C ". 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I ANCHOR a 91 041 � � ANCHOR 0 5 04 PLATE, 11- I , , 'i , 7f�7 , � � ,, � , � , , , - 11, � I I ""I ROOLARDO �� -'- �, "; IL L ,_ __ RSQUIRW - i�, " "ALMA. . I � I Wow I I e I � -1 kxtim 0 )2 7/2* Ox, i i � '111 i , L .. � � � , , I � vixomm wf SP.0 .� � i �_ � ! fi L � 1 " � H - "" 111.�, O'C, i t, 1, L�- t,,, ,�, !J4 � ,� � � i MIT X� I ; ; � k I i I nwitED � t� � ; 0, � � I � 1 �n ;, I � H I 1 �, � . - "Ief 'vi"t,�;O.S. sm viam 15-4i _fifia ik� A VIN =__ M-9- - Sc" 3/4-1, " I-L _10� I , � � I , � j � � I � E � 1 WALL MOUND= , J A I , 0 a) RISOMPEO " 1�i,_._,�_ U, ,- I I - t � U__ - 1'11]" , , - i , , _-, �j � , , , ,,, ,,_ ' ' �� ' �� 'i � a 10MMIU " � 0121 �� m o- , , f i, ,�,, `_` ", - - , -, � �� , , '! , �, ", I " ��,,, I 'i,i j , I , � !_'� [i I . I ! , , i , PASTALIATIOMi NIC itince FRAMC SAIPM , " J, , , � ��: 1-1 -1 '�-,,, , I L, I I I " IJ " _,_i_ �4 ANCIPOA $P#=�= Mo MINARAW, om 9SIXII017 I � -, (n , womiAl , Z _L� ,.- , -;,,,, L =11% Ismim Too P-17 Mo 1w __ ___2, *0 =% Try . i Miftm J.2 = mr;rmo I �� I .. 3A L - L. CC muo" wroft MR 1k. otStAncii'm Im L - � 2AAV a Wrl s m =1=91T MOVING) Usw FACTOR Si%UL MOT W - I 10 V6110 55 V I ".100" ... T"t i" I" =Rr OR MICAM FOR Leg moft 'Nounn"INN44 HINE E w � , 2 UAWIM EAWAA 6 IN-111L -i�: 11 "up WOUNTINM !;m �-..TQ,�,z- , I I t mlka �11-1 � "L It Pll��_ � SOPUE 3/0--i- SOME 3?.�I� . , .� . & .! ft"Aamm 4 met" INK I !��_ )i . �� ,I, Uj . Ejvj�-.j " f*�.7 \)Ptx,k& -,T - ____ __ _ � I "IS UNIDO , T. = , - VOINIAL ANOM 3 ,7- �* il . .,.., � .. .. 1 '. ___ . _��','. _t� �60 - I I I FLORIDA SUILDING CODE (Non High Vefocity K I os'Zons , I FLORIDA 9UILOlNO - EIDER �i -_ � _ � , - I I "I I'll, I � -1-w- CODE Lmon Ole vatooffyy NO One zinnt)j - .1 0- 167 '. DA OUILDING CODE (Ron High Velocity flu one Zone ".."..Met go 3 1 i - I -- - �- , I �* .� �� I I - __ - a � � ____ _----- - - - "w I- ___ � - MIT"a c".0'" - _�___2__ =* * i � 1 ittitit mwm Nit� 24 GAGE OALVANIZEO,M li � *1 �o ATAI T"m Pit. 1 I;. ____ 11m %*. IN . - f1k < W14 S STORM PAM 24 OW GALVANIZED STEEL STORM PANEL 24 "GE GALVANIZED MEL StOAM PANEL F`PI oe"Ift 8.4 1w 3112 � , z NJ" W, ,44167 I I JAPAN III I * STAU Of �Zj I OWN mi --- --- - __ ___ , . I cc, ',.____ 111._�__ ____ _*� * .*! 1, INSTALLATION ARE ONLY VAAJO FOR MAX� A. ,* - I I — , :7 . \ rAOOAL EET ' , '�, "40B , IL kc� '_ - , sl� - 0 'xc� PRODUCT$, ". WAY12m PRESSURL RATINGS SppvjfT� AND PANEL LENGTH$ AS 1 *. T'm PIVAM DESIGN PRESSURe RATINGS %N*JLANO PANM - .0'. , _� -, / PR=CTIO* ONTE PER ELEVATION 04 12, 6 — _11 -Ec- __01 III _. \ �_11 ."�-_. A, IL 9 40^0*!e�xw 1 .6 � STATE I Z_ �_,_ �: - _L�_ 1, INSTALLA1104 ARE ONLY VALID FOR A,S�D- DESIGN I :, '� - __ / 111 --ml— LENG" AS PER ELEVATION it SX). -1-1 �__�__ / 1� - I , ��= - , Z_D.k. �_��, GLOW PROMICTION PRODUCTS, LLIC:, , ___jj?'_r______ I "' - �_, "10RIvi - - I Aw" IT gum () #Nc, OMAL PROTECTION PRODUCM 11C. Unit, '1?�. , Not fL 3=4 L NAILII�-,O / IVXWI�m z 1_1',.A__ .. __'��-_i�_Jra __ ltrttEV.wr,*Il�gwoll"o=mO.cm�o�%m�Al�% pw*L (as,titte-no, net taugo-inip 20-175 MEMBERS TO BE SOUTHERN PINE'Ato 2, W/ SPECIFIC I p"m i"4) _no, IAIL, Gi"Pet.tcef 20-175 , j, �~ je�. .,. WOW/iiuw 'AUMR!"Aw 1, �, — 2, FOR NEW WOOD FRAW CONSTRUCTION: WCOD X ,% �DRIIDV`�` 2. FOR AILV WOOD FRAK CONSTRUCTiOW WOOD .....0- . 11 I 'W- QK#)PM-7$,R,i, fm� (04MINI-In., 20-175 ��_ _!iO_._ ___!�!L_ "Min.aw", I _*� 4"I 0&**- I i.tit-1w.i DENS" OF 0,55 OR EQUAL ,C4%�;_,�.::' �, _:II;z 2av&,_,� _.t - - OAMPA ft, MEMBERS TO ar SOUTHERN PINE No z W/ SpEctme I`- *KJ."Mmoll-KI-11-o"" AM < awome w., I Ni r, I - . - I PRAWORT ft - (A-4ow"; DO,-, DENS" OF 0,55 OR EQUAI_ - W*k t0ttItnt, 1-4 �� - I I � :1 3"W 15 10 to mm"", .4 I :��' � L ::1z_,I6i``, A __j I 0 :_ - A kL, ka/m.nPi/om - m�' i�:.:l ;::;::.-. 1 �� _--i-14 . WAL/SmAuft/lAw ='� 1� n I ;z U, ; -,,j - =111pl, Ix 1_1" � =1Z L. IV 4 ___J. _. � M�E� %Amik.1 4�" 11 , i : ;:::::1.--z Ammk_____ *", A"- - --I I I I . I a_ — T ' , I 0 F[[ 111 I - ,)I-,# 'A' , IS i ""' 11 " �� I/ I I L3_4_17 -�___, , 1'1�t 11 .�_ I I � I -� j1- �-,. �, " �_4_. - -\,\;, �1 � , -, 'V,� 11 i" " - - - - - - I - " " � 4 �_ -1 , , I 9 , IS _. - A� , " , `� A _ F � A — I. I, — . IT, , . k ,� R" n, — To, i, , a �, t 15 . .1 , Aw Au" "E I , ., ��, " 336 � , Flotf- I , I H11r: 1—If", -!L-v � �1/2_ r, , ! L K �_ L- - 101-11 4 I/S_is -TA- I , 4 (Dom - - "" 31�1!1_ �_,�-; '�, I � - 14 -1 ,m] , L - -I,- ili'� - 13' 1;K ii, ;`,Z; T I .! It; ff 1"A A La ja"','i�;- L_i�3,�_,_j - � ,,�- " .. !'�, .- 'i., - - IEX%F--,A il--w rl; , ]! _= :�:t __j k a.� � - __ I, , - I :_--t:- -:1-2-1 - , a 1/,V a 1/4' 6 1 4* 11 IlAr - - a a tow 4 I !F!A:.�A I *W-W I E Iff r(14 * I 1-1 ` r*: . I , � t� I �0 ... �'. I - I I I Hn�' 1 1 SHEET NO. I I I SH 1.4 II FZi/1$, xtw/as _ANCHORS secrwN czt uTEuTE Ez N SHEET sa) �. -3 r4xjE Mtn 4m. NOTE 2) CPO) 4tLMrINUM jDF[71 ,-1J16's ..,,..: ,.,.. - �F„ RNEr * tASi PANELi�T iO B£ INSfALLEO AT EAGFir e�£NING SHALL ALWAYS BE' :,,�� .. 1J2` p O-O jt ' CJ I '' O ie i} ., !" _ l r f - ALI.A71;lN ii 1HTENDED 0eM I SIDE OF STRUCTURE. TF 11HA?' PERI $ __L._6� . 1 _:. _. �_ .t _,._. ! 50% -r'- _.1..-r_T..#.k..r.. _.... ..T,_'*_-s_. -*__'t_._.t_..r.....z_ ,-..._....z .. r, ..., � T-T ram-- r j"' -j-_ .z .�,. _,_ - -_'�..,. CF .L" f I:)- .: ft. E-Z HTG STORM PANEL ::YS'YEM I (END PANEL) 1� j (iNITMR PANED) ('fNTEMOR PANEIi ("NT£`IOR PANEL) I €ND PANED i d M"0'K' -v dN,SFSnNG CIE" PAN S.. h cunt iFWaKS TOP 8°r 8G1TC7M. SEE NOTES 7, 3, 4 j 1 t ' I I i j SE NOTES 2, 3, 4 E CONNECTED TO BOTTOM TRACK I. (2). END PANEL: SHALL ALw "'I OTHERWISE A STOP BAR . Z BE. PROVIDED AT TOP 6- SUCH PANEL tMOYIt PrNFLIS, P F.ARE E t 'TOM TR K. NNFCTt AJ(s). F FND ANELs t7 ca T1, i oNN cTED 6o Ac D S:HAUL, COMET OF #ja°N-2OX3J4° M.S. W/ T/B'40/32` VONG ! ,_ TEO PANEL-- W/ TOOK-?,p:t' #i4.rf OR #f4"deJ/d` Min.. THUMBSCREW INTO FAFPEU BOTTOM Ks xS W/o a EA. avow.* ', i T K, LOCATto 4 CkF FASTENERS MAY BE AT EITHER OF TWO (SEE SECTRINS A5 APPLIr,ABLO EXTERIOR r,J,T FLANGES OF END PANEL. t1._�..L..�,-- <1 �..__� .i_L_.J t__J � _ I_-t L---� . :. �_ _.I.. _i .._ d_. _._ � .1_. ' z f ,, � _ .,_ ,...._ 1. L 1 Bo •L" or (4). RF4 CASE THAT END PANELS ' AtfE NOT CONNECTED 10 BOTTOM ,,. _.._.,..p-.. .....,..„ ...:..,,;_.. ,F..,.. „ .... ., . .,,-7„_, T,._n.....i c, y.. ..,.. i,- ... .,, t4Ait_. 1 RACK (ie, A STOP BAR IS ONLY USED A7 TOP AT LEAST TWO �,�. j I 1 j i 4 "I("' P i PANELS STIR l BE CONNECTED TO BOTtOth TRI.P1 (SING SPECS 1' • l f i' F.,•'�I-,7..' - �:. INDICATED ON NOTE 13) ADOVE IN SUCFt CASE, CONNECTION OF ,-c j PANES TO BOTTOM iikC MAY OCCUR ATANY PANEL LOCATION. �. Sr Mox SEE NOTE 4 i' NLn. +,SEE Mur, t W57ALGATiONS ONLY VALO FOR WIND. 111 WJx1.s' NOTE S ANCHORS 3 jSPEED UP TO 170 m.ph. _.�.e-�"fSEE SE.^#:ON EZt tit ALTERNAiTVE €TtW ON SWEET, 1a7. EZ1/la, EZ1W/1$ IEVA-T 0 - HN S PN 0Y MM ,T... SCALE: 3/32"-1"' i-` 2sa7-(MN QA724M tp4` MOX. #TAP MA%. i.A&- $ `.--.. ... !: '1•J 5ECTtON. A-"% tttuturrrjlH SCAL)`_ 3 32"-1" t++ ++t " ""•-'+I 1 ��' hD FLORIDA DUfLOM9 CODE NortifligH VatoOffy Her cone Zone) � 44167 � nLr� 24. GAGE GALVANIZED aiE€L STORM PANEL � Y ,A, *'"" • yT s c.--.x». p +�'��'� _,.w_�.: mtx:fxrfa <i'•, STATE + /etc GLOBAL PROTECTION PRODUCTS, LW, mac, nu y x ErJatlfcxRfxc coM ,cur dbaa s N. at STRIM y0© Ft'JI v . '- a�n� oea R. 3W, n iN1A IM10rtE;. rir 20+175 ' `f 734 FM 3 �^" ..:...;,. sam, - r>ofl�dlmt t S tRBdAbBB ins., iJ OWAWq;4' MV ry YW: *,y .-.,!Wi xomD 4 NnnnnRmt' WA"r'LR iii'uiPE 3RIELT I7 AT ENGINEERING E3Vii1NEtCF�Ih1'C3 �XI�RREEis� PRODUCT EVALUATION REPDRT September15,2020 Application Number, 170091 - R2 EX PmjW Number, 20.3iS43 Product Manufacturer. All American Shutters and Glass Manulaaturer'Address: 1540 Donna Road Wast Palm Beach FL 33409 Product Nome b Description. 24ga 1 alvanrzed StaetStorm Ps"Is Large Missile Impoot Resistant Scope of Evaluation. TNs Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation etlon (FloridaBuilding MIng Comm�slon)Ra:Ctap!er 6I G20-3,005, FAAC„ for statewide acceptance per Method t (d). Tho product noted above has been tested arn1lor evaluated as summarized herein to show compliancewith the Florida Building Code seventh Edition (2D20) and is, W the purpose Intended, at least equivalent to that required by the Code. ¥ e aValueiinh of BOB product ahali be required following pertinent Florida Building Code modifications or ravisions. Substantiating Data: • PRODU T VALUATION DOCUMF-NTS EX drawing 420-31543 toed 24ga Galvanized Steel Storm Panels (HVHZ A4 Non-HfVHZ)" sheets 1-5. prepared by Engineering Express, signed 8 sealed by Frank Bernardo, P,E. Is an Integral part of this Evaluation Report Ir TEST REPORTS Uniform static structural performance has been tested in accordance, with TAS 202 test standards per test s -A G '7.0 t report! } �T S i 0 by 81aGlnvater Tasting; Inc Large misaife, impact resistance and cyc'tc loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per Test report(s) #BT-ASG-17-001 by Blaclevater Testing, Inc. STRUCTURAL ENGINEERINO CALCUI�TtdNS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational aaatysis to quality thefoilovAng design creeds; 1. Maximum Allowable Spans 2, MimmumAtowable5paris 3. Minimum Glass Separation 4, Anchor Spacing 16D SIN 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-066D 1 (866) 396-9999 TEAK'@ENGINEERING Ex P it"S' CO M Efr GINEERENGExPRESS,COM N01NEERING Stage 2 or All American Shutters and Glass - 24ga Galvanized StIO0 Storm Panels No 33% increase in allowable a"" has been used in the design of this product Separation from glazing is not required formistallations outside of Wind .zone .4 and essential facilities, Impact Resistance: Lama impact Resistance has been demonstrated as evidenced in prevfou* bW Jest repott(s), and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedules) on the respective Product Evaluation Document G.s. engineering drawing). Installation This product shali be Installed in strict complance with its respective Product. Evaluation Document ti,e engineering drawing), along with ail comp rants noted therein. Product components shelf be of the material specified in that produers respective Product Evaluation Document (i.e..enginearmit drawing). Limitations 8 Conclitions of Use. Use of this product shall be in strict accordance with the respective Product Evaluation Document.(:e. engineering drawing) as rioted herein. All supporting host structures strati be designed to resist all superimposed bads and shalt be of a material listed in this product's respective anchor schedule„ Host structure conditions which are not.acccunted for In tlas products respeclihisanchor schadule shall be designed for on a site -specific basis by a tegistered professional engineer Ali components which are perrrwnenty hlsfalled shall be protected against eomesion, contamination- and :other such dsmage atafttimes, This product has been designed for use wtlhln and outside the High Velocity Huhicane Zona (HVHZ). Respectfully, 9ENA,1 ' a=: +_. 'n .v ?4eL1RdIS.. Frank Bormaldo, PE ENGINEERING EXPft'EESS'p iIP50046549 Cert. Auth. 1)885 160 SLY 1211 AVENUE SUITE I06, DEERFIELIF BEACH, FLORIDA 33442 (954) 334.06601 (866)-398.9949 TEAM @ENGINE#RINGENORESS. COM ENit.INEe RINCExppess.coM fMM1 tWmss,N txyal'X-Z "RA , 'fikF -.- Ka. n, rs' rJ En•RFR '^"4f eaa3lfj11 ML-y.I¢ � '1WA11 f9 COS\Y1'Ir �-rxy:� "r r O :Virf 41rs:,, , --- , rl, I FM k i T- aft rN L In U %Ira x W +w rXJ4 h^I LI 'nYN y( axn4 a rc 6 67 n i°.ti' T 'aN�� I i i LL z 3a I N � F A Y X a m Ia c sa. ilk T'. R irr � 6 h-I iY1 y1,C Sr - 2 a w Wr .f,'T71t CE ;.,-Rr -e i w Mar. :. •' try r',.11 - its i.tWb' "L CJ•LU T-N F t•4r- H 'n - f� � 11 _.. :ALr_. T=BUIL r: W J Damn 1 ixlo _ »tw 0 I 4T] T tit] cd11 t r ntP a It[ILIIX,IR 0 M ON 05 N f11Tur Ff rjr RAfl lei . :. � U. ^-, . ia;T1..R rQ nr itry LL L kX1,L_ ,t CC .._ ra. g N ; r:. 1 rxF ntulunuJunudi,ti-.cuUq Inl _. .r, 't' s '.-..t 1- . aW 4,J.F41' "rim. 2:yiYPL' r, > S ea - .IY _d sllx IUt1 LI tA1 Itk 1 I 1 PIV".al J1.xA ya 4 3 k) - L BLIUT S-[ 01i W P p. - wAl nF fel i,lAh 1 fi 'I IC'rVt vi:x,Y R !. IIIN .1'iF I tl Y-.- ..cl tltLl,1, Au W .r`A.wN-.I ,�,a ^•'• IWO, 94 .J^i t• ,..Yre. .i t+ T �+R ad e'MT #i t ViA- Yf•L MA4 YAUY �: : - F+ IP Mpi m 7�... it ^•rE -E'i." C TI CLR Q x - "J '±. YJ L 1., u. .• # '.t•� AIM P kI: ..' GF-J^,n P•ir rmnn .. ,., �":. •.'71-fora dc,Ad:':,-' .:` ..vt,l•w4 rt rt rvn ddsi.=. -J. tt lt,EJil'. ,. .r. 1. ...r..-_� .II 14U A LI NG: NI �- tiv' `I _ Ii i l ttqq iipp e s. 1 (V hFl IM ) Yam. M17 +- CiJS' fi r31.°ItJ_ - L511 wtB I1J, l -,q, C 44 -. . ..:. .....E i n l' rE :L r. .,- :.. IF E - S D ;or7$ I u h r nv.l rxi rr �. -N^ k fit. . J F - CiS ^ rIP ry r.� IY .1'(AI NAlDIrE - 't SLR +a.+ti YF'•= :N ¢ )� <u„c'q T NPiAINir IEq PAlu,P7.l `F,bi"JYA • h .CNrtiI1C•1' ' ur ru nu-r a > YihA,l 2031543` i i. = .f Tl,'f.nXt •c'ror n:it 7•iP t Y 96F , e - r"T1019)C]NAL TaP/N4JITDMLIiJGURE brAR' �H i 1 I o LIIL.. ?4men7�Oi.N TYnC -'"i, fN ,. zl,J ay'[`mF. 1:1. T e 1 x1J.. Lhta ,_ :,J41"F1'4'T�'� i 's r.:� ,_ • RF `itx .• 4 II LJI { ��: IN± d: u1M1U+R10fJX t4[nluR F i•IInN C..:•i_a ' ,J^rode. ,r-vy 't' LK/4;iS/HIAftiJ M[Nfa14RJ Mid U - INUALLAIION DEIAIL51 INIQ P I t CONCRETE aLDOH ANCHOR D 12' O.C. RC9UtRE0. - *. 'f� 1/4'a IAMQN I r _ 54xT' HEX BEAD TEK MYiOD HEAt}E? 1q 1"' •3' 14k1 HE% HF#A M 12` C f/s mom REOSNkEA d id� '' , :._._ a A FROM ANCHOR: ♦ #i a°; ,a, ,. , E O [#j jl l . I ._._� EDGE OF(7J - If ED f2 1» ( t 4J5-b1A`i' a ri I -i ,P1M/dT'4TRAi ., :. Al EA e y wan,... I 1 J2w if;-S"Af&TIObt [ t $/16.0 X t" EGn i E7DBrNNG R Tti CUSS:.. { ` EX _ SEPARATWN r ]Jte'e ALUMINUM Pan : "'�" TO at%%, i--AI-UMINUM PDP CJ.hSrs_,.-. i} RNEx S _t a i. RIM 9 ' ss ERSta It f I MAX- I MAX, A - .. ., ,.f_ _. .,, .�__ . ................ .€, PANEL LfP7G:N '� ; PANEL LENG7N. N. pfl ��ts a I a -tat a--gPARATE t 1 it [? Tni GLASS. I ( - , - 7HUMaSCREw: OF V I 7HUMasbrgwOFR i I i/2 TAPCON ANCORH ,-.1/4.0 � I 1/4'P 7APCON ExtS1aNG POURED s 1 _ 2•x4° w0W ANCHOR O 12 rt,. - ]OCR a I REQUlRfD ._.� ...� RE+Y+IatED: ° - WAU OF�U[NTIryNG�% ryMOUNTIIN j� ��y yp� ,�LIf®� CLi. r"S�E` iiXFIL�FA.��Si' ilas.:� SCALE 3/8>)" SCALE 3/8-i" �\L11111/rNrNJrJNJ EN t FLORIDA BUILDING CODE (Ron Hie Velocity Hurricone Vona) MIN. PANEL LENGTH .^`.. 7 D° 4 j ;.ThMICA SHALL BE 2•-6` _ ' - ac 24 GAGE GALVANIZED STEEL STORM PANEL DAwN ar. f, INSTALLATION ARE ONLY Vu IAL D FOR MAX. A.S.D. D1111 '.„,'•rk? ."... a .,.y, ..„.„, �,a-"' -: PRESSURE RATLNG +f- 40.0 ps.f, AND 6"-0" MAX' .... ,...,, L ytrnl24a4 PANEL LENGTH. %�i1 STATE G --- )„ E G O ee4c, GLOBAL PROTECTP3N PRODUCTS, U.C.LCm c ; O xL()R14 - a dBoo sr st STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD , Arc'aXn.r ;w ecEe wp°°eaMte e.ISge OAK III., 3MI4 20-t75. �yJ MEMBERS TO BE SOUTHERN PINE` No 2, w/ SPECIFIC S''`••.••£•''�♦ +, } 'rU\ q\i ra,"n.{Ri7 gst.+3B4 E :f Ifls+•.5a,' PAW&(00,10&-1isA PAX, i §OR-007 DENSITY OF 0.55 OR EOUAL: . m e:-aa .,ta ,a . 4nrM° f+ar DRNFtMG 4INItIlrtldr /stAnAte/DATe ...� Wdklx A4. 7Y2'., PE n oat NREr 1q fIr Ig. ALL AMEMCAN SHUTTERS AND GLASS 24ga GALVANISED STEEL ST EM PANELS �HVHZ & NON-HVHZ) DCATION MAY VARY$' 0'2' N:CONNTYPE AS.. REQ G) Tn7M MOU/NTL(C9NN L� a€ TYPE A5 RE46) DESTRUCTION) N) PANELS MAY BE NOTCH ED:'AS RE(ZIIRED, OPTIONA- -20STI CN PRtIU1DEtl THATL'DNNL TiON5 AND VANC :UT$ FWA�MED 0 ANCHORS ARE US,P,D wtiIDH SATISFY: 1`JYNG NU'i a FA$tENEt3 @ SPANS ABOVE 8 BELOW. OBSTRUC ION,. OkEBP511 D5PA3(ir. _ 4pPROf:AMI PRUlTESPAN TABLE VE0,TICAL MOUNT ELEVATION 2 _ NOTCHED PANELS ], HITS), EI-E;VATT4N `- ALLOWABLE PANEL SPAN & GLASS SEPARATION RATION: SCHEDULE! 24 GAUGE PANELS MINIMUMft "V T P IiV1 wkD E4 } N kDN i. K. i`r tS5ENTIAL FAGIITGEa I AraxiMUM , D EWN ALLOWABLE A R RF ESSU 5 x I t� 1NArIANONS1ES§- TNA : EG N30`AtWV RAnE INSTAUATWNS rREATER THAN 3U' aOVEGF,AOE A 1 3D + t3onm sssi 230 In I -35 l "tin :ie hl. c Ar t 1Bu.nr n a Ds At a to in I�45 k 1>�on r" - s,Usm x.Wn •-4D I 13d.0;n 4 bD6M 'bin .-1 i • :SS n ( f silo 6.oa in `T51 # n I <: 64 / NS-2'rn E:(N,r i» -2S31n I 65 59N1 6.i t -- --- 721n J�3SA In 4.22 in 24DJn ALL °H'-:AND °U""HEADERS (1NCWOINaBUILO.OUi CONDITIONS) T aETW N B. NEAP !N '�,POtAT10N EE LOADS IS- U ACCEPTABLE. OTNEftWISE 115E NE%T MtGHER tAAD. GLASS SEPARATION ]VOTES: 1 L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DIFTERMIM MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE IS REQUIRED FOR USE WITH POStriv,e LOADS ONLY, elta 1NTERAOLA710NaETVEErWADS l5 ACCEPTABM OYMERWiSE USE Ni HIGHER 7tMN. LOAD 3.FOR iNSTALrAi1ONS.OUT5IDE OF THE HVHZ AND OU45IisE OF EF_w4ENTTAL PARATI PAC111TIES IN A6TM WIND ZONES I THROUGH B, T HE S'sLAss SE ON SCHEDULE IS NOT 99QUIR90 AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 AMMIRED. AS NOTED IN DESIGN DESIGN NOTES; i 6CHE3ULE5 PLl'iiTIVE ANticD NEGA'T1VE DESIGN PRESSURES CAtA:UTrk TATED FORSEF yU56WITH THFVSr5TEM'SRHEALb.L BgE�D�TERMINED PER P YERM�SMED O�ACCO IN�E WS7HISCE 7ND PT€A 1609 aF THE ORIDA BUILMOG CODE'SHALL BE THAN OR E UALTOTHE PtY> VE �LFiC•GATiVE DESIGN A55E R. p55HONIN. UEs LISTED HEJCEIN POR ANY S HAS BEEN USED IN THE 'HE-PROSECT �. SED SHALLSE R%?6NSTELE TO THIS DESIGN WHICH TRACTOR, I`G SHALL o ff R Ht NT F-0 S PAfLALGULATIQfISAS NMI ,No DOES NOT PRpYiDE rl pFfiOfrs prFFERENT FRDM1I LLJ ` p VUINEROR RRUIT'ERED E NTSFOR USErN'...� }}}------....: Ya ¢,. .. ED ON MAK)MUM TESTED ' 6RADE E UNLESS 10TED '6 ED6R DTHERN96E` 4PLY }ayY17H 'SPECFFtCATIONS 91NIFON, 4 ALON1111TI A LOCAL CODES CA of L'LJ 53:!I' UCTURAL'olIALiTY M.. .-4s.1 F ib ALUMTN UM ALLDy, � ppCMAN6EPA5 FIELD '� VERTICALV pR _L IE EMeERI Eo T6 Q: vILETE ANCMoas AEN R PRDLTA U. T17ROA T' UIURo ,{GN At. 3r MTRA 1A,aR6 ALL Mqq qqs FORC LOST DAMM MS 7N FGRFAP.ctT1M M1tATERtAL a tcDtst0 RS'ROEtnN9NDTNAT 3 ADDITIONAL p. NGS TO TN35ODEU MALT 3 $ @ TH AA=11111MOF(L}LABEL .INFORMATION! - �, ��' e .. aORINaIrneNNN:NN6Ax1w VISIT ECALC.I0/S1543 1 $' n'. _ - F,Ri3'31 FI DZMT 3 lT-Ji1'j7 rJ - MNTn�tINGEKPREaG CBAnttOliE FnRRLVrt{orygLIaAN9 P. i T MINIMUM ALLOWABLE SPAN SCHEDULE __. TOP MOUNT _ �. L L z is � it " MBE 0" D" 23" 24" 25T 22` 4adb1 • He4N4r'.- 0` 23" 24" Zr 22" 24" ;NC2W 0" 24'. ' 29" N Z 2#6a"U" Prldef H fT IT' 23" ZT 2A" IT Z Se S<td 28" 2 S i f .1 30` 3 t' 14" 3a` �" irT a 'd T IR+adaW "F° T4LYrf 2A" 24" q• 2.. 48' 2a' Z Av A IF' 3G' a3" : 29 31 $ . 1 4 SAPI ANA R 22' 22` 41" 2a!' ?fi° iT" 29` 22' F r7F.L1 M4� ? q" ZC 2 Y 3a' 4a" 29" 4a' 04• 4a' 30° a3" O Afm 0 T C" 23' 2r 2F' ZT 2C T" 4" 27 " ra rP, d 7tacK 24" ?4" ZA'" ` 4 3D' ZrJ' tier $4" 4$' S a^ a1W R '23" 2 1T" 3W 31' iP` 3T 96" 1 i" I °C'T+3ck 2E" m ' .. Ti3X N3i`r mJ�s rceilJeTr>'s % n snraaTsa i "soave nut '� {gyp LNdB 7 £.ul DM.. A ERGTWS4Fr. bN +D E CN Alit/. NRr' 0 4 I AZ RLB. fib EPAPA'Ii1N ROM rikAY375 AMX tAkb wWE.N PAkF1. iENGTW i5 Git6tTFX rHSN Vi14t NrflFX.KN AESNccrvE MOL rnT+arMAnax above_ AkrIAU 3 G10.5UR'SA UIXtC tall ML stuL't UT IM'ASJc �1Yi wt4AE 51nE KLC451,R 'Anti tiGT SRC .MOUNTS 3 W slak A! .t IMDV 3` Yn Xfi05ER4MnLNi M SNA t Ba Al USED 1P tUi-v N INGSrJND �,4ECUi FBTi 4LAiT 1 Yt$a7#T L F 4 T E aPM.I nT BATH AT - wlTN oR waniaiJr SfnCN 80LT5 ANn d RAtrEPS 6 mTW zYtn1 PAMSL A$ rLs -GM ? Mai r { PASFEJYEAS 4 xs,5' GP 4.t£" O.c, P4NFi5 MAv 3B !Lib,• 9r#t -'.i a TIE ORTt NM...iW i]A nGtY)pf i:65 LS PYR ErAN R� t 7 R '�rPEA .A1E r. asNAu+r HU�m-nc mNDlnary SJ.wm'-u'Frrrtae nPavnNc' a PTIONAL INTERIOR FASWENINO DETAIL N.T. _. a k ' MACY.1%� SCREW x i slue w/ wesi+EPED W1rpryNVY 4 1`.}T° n [- IcJ4N+7€c*s 6arNax Ma+nAx a T��E1nN rp AaYNT PAAEL# J l OPTIONAL EGRESS PANEL DETAIL Pn 1117-T R FASTENING 20-31543 e rILMKm fPO FC PEAS W" L985 19 - x el 'l--Q A94" I e°u a 750" 529 ' - D,aa4] I •�._ a �-0 ' D 125. o III GA $ _jam f 09 �* TVP, - ., j s m S i..i2a ;Dsa' ut rvP Nµ}M ,�.. i. C �4za -tn�` tit ^J N L e3D 1i430' O.062 :": 0 37SP�: r :062° 1 D. k2S " 11 p,Q6z D D5Z" . Y 2.bOn �-- 3.�6-i'2A(m" -•;� 2,cm, I-- T P `, P.,�L) "2.D2o" a_m N�I 0.313 :1 51 1,56t1'V- �{l.SbD" iSiO 1I' Q,3G5"'{ .Si r, D.3J6" 0.45i• 0:375"-'{ I-� D. 2" 2D m _ 3' rA .. ,I ).. 1. BITS"�A H55 {},i9 DS55" 9.190'-'il.:.655' D,350' - LAD7" "D'.�133" r. 4-{2.SDD PANEL COVERAGE i a�. _ b55$,.. ':D29v" 't.'. 14.975, PANEL LENGTH , : rv. n.j-U, 545" I 0 4.15D" � 'O•D50 1 A ANEL 'R- 'n LEG - (� In 11tlII p� Ir c P OA7". N "TTr��_',ssE nN a.b65'_ 'a.250,. T- t'D.O90" J-1 =D..D90'\!ouHi+tli OT0.710" gbM"K735" 0,3D5' LA iY R' TYP" 2'ODC.,.�� - D,7p0" g) BUILD-aUT 'F' TRACK T ltrACK 0 09D", Dt_g L_r T , 0376' rce.r P`~vxfq .',The '.I,Y. ICKLEO n n w IIIR[CT3DN JJ MAF'Ht fi Da2s 1--- E(y53r yN� �r1, Fl li L: 'a_LLLYI 3-QOh"� 7yp @.�t W 1py��'.i ' iIATEG J:F �•p'ISi "F' ANGLE-'TitACK.IEXiENDEDE4ERSED. L�q I,RN i'.I�.tln OVEWLAPa. ` 25" MAX. w �' 4" MAX,. n [DINdERCLPSURE DETAIL r36'MA%', TA"}, w Jt.s,^', t*wil •> BUILD-(3UY - s. ro.^r t,„.: .ins lm- , DISTANCE I A b1UIJN1 [ I iNt - tiro nrrtT'rL-' LODa:° Q `A x Y EA t t L't 1 L i EMBED Jd Sr A? FTFl+i SP.t ft L 1 J L,.J) 4 `- R �q'IrC. .. OVERLAP iI 'i Y 'Jr 14A h.•' P@gI1 P wlltuxlM. 3E20"-l. f"q. cull IMJJI+-nt%JNI Ilex uF )riNn ; R$ .25"MA%, EeRII .. M } 1.500' z rFJ riAlp ust' u>a: 4".MAX MIN �. -Tx;- I� ut 1 -s •T# graT.r- ;� pR P1 C61RlERSIASURE DT7NL �gji 9NNN 66, nTRAP MOUtIT EkOSURE DETAll r. n fiit.r.T'r �y`gI� �.it in 4111. bhhd'1 1t1,i1T ANCHOR SPACING SCHEDULE; 24.GAUGE P-41NEL5; PANEL FASTENERS @ LP 5" O,C.. oM E rI ; OIL w . a ,.,:: N t:. W 3 S 3. _ t1 ri .O m a s '. N g 9 .y _ _ l' p w S tf1 -. 5' !�. Q gg d 41 D! i?. LCLrI it Ell ANCHOR NOTES: J +f _ PP N - BUT Y P 1. ANCHOR LEA LIES TO CERTIFIED HEREIN, Rr1V10E5 - 8PA (1} em ?I of .'n, MAXIMUM ALLOWABLE NCH SPACING. MAXIMUM ALLOWABLESPANS AND PRESSURES INDICATED M _ ANCHOR INS SPAN SCHEDULE L PA LT'I APPLY, :.t. gg E° T '-. T. T E. 2 ENTER ANCHOR PANEL NERSPAC NG. H :E INGS STRUCTURE HDR ANE E -{ T E %1;* R CT R MA FERIALi& ANCHOR:TYPE SELEi'r DESIGN LOAD GREATER 7hlAN OR E[zL1ALTO NEGATIVE DE51GM ' ar. - =.: LOAD ON SHUTTER AND SELECTSPAN GREATER THAN EQUAL -TO -SHFnTERRSPAM T A. R.SELEGf U.1 CONNECTION TYPE BASED ON APPRDPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 YDE FICAtION O O NM IO TYPE), FOR NIFt F CO EC'j N "'PANELFASTENERS"ARESTUDS USEDIN'�C<)t11UNCrtON WITH ALL Md13NY1NG'k`XTRU5FCrN5 f`F"-TRACK,B7UDDEb ANGLE, ETC.) USE525"'O:C PANEL FASIFENERSPACING-1ABLE VALUES FOR �I _I R ALL Li AND U HEADERS (LNC1UgING 9UIL[HIlr'f CONDIjiCAN$} Q 4: ANCHORS SHALL BE W5TALLEDIN ACCORDANCE wrr H'MANUFAC7URER5• WKI)MMENnA77CAL., 5, HOLtOW ELODI;HDST $TRUCTURE 51-LALL CONFORM TO A5TM Cap pLOCK, kR _ 6, MINIMUM EMBEI)MEMT GHAL AE AS NOT IN ANCHOR SCHEDULE. F. Ts: 7 MWIMUM EMBEDMENT AND EDGE CaSTANCE EXCLU DES SfrKCil FOAM'BRICK AND OTtHt WL A F FINISHES WALL FINISHES SHALL.BE LIMITED TO L)4" Max OR SHAL BE VERIFIED BY OTHERS TO TRANSFLR LOADS 5TRLA;rURE $ $ $; �� " ; :, ADEgUATELY Ti7HC1ST N CO CRE7E ANCHORS NO EDN EI SFALL BE EMBEDDED�T "UN•CIVtC`D (:ONDhErE :YN r ERN O ISE PN § WHERE Xt ::: WO hit G NDITIDNS MAY Y, -.. ELD.. H R E STIfdG STRU 1S OD Fw N CO VAR Fi 8 Iz ?=:VEPjF`YTO O MING MENtfHt5,-NOT PLYWOOD. FASTENING AREIIYTOA QUITE INGM E @, PLYWOOD 15 ACNEPT TO PLYWSIOD IS ACCEP'rAOtE tsNLY FOR SIDE CLr75URE PIECED, CLOSURE yy C � e a 0; ERE ANCH4 S PASTE - R FACE OF STUD FRAMING, PAST ER LL BE L TED 1N i H .R N Td 1VA RikW AC ST r1S N tiA OCA YT IRA,. B, . S CENTER). NOODST2 X9"(MIN,}WOODS7UDN'1'E-G-0. $g£ 8 g B g. ORSCREE+ FRAMING) WOODSTUD HE aOUTHERN P)NE".:G=0.55 ORGREATER DENSITY WG SCREW RGRETER DENSITY. a _ - ^_-MALL. VE PHILLIPS PAN HEAD O HEY HEAD,gg IHA R""'t$• 11. REMOVABLE ANCHORS ARE, OEWALT PANELAIATE, ALL•1A.77TVTS SOLID -SET a BRASS 6USFraJ6,. S (t � 'k 11. MACHINE5CREW5 ALL 14AVEY r MUMENGAGEMENT Of ,R DS INT HE. BASE SHALL MINI THREADS OT . ANCHOR AND MAY HAVE ETTHER APAN HEAD, TRUSS HEAD, OR WAFER HrYtd (SCDEWALK BOLT) U.N,O- 13. MINIMUM EMBEDMENT AND EDGE DI_STANCEEXCLUDES STUCCOOROTHERWA.LFINISHES. 20-31543 1A DESIGNATES_ ANCHOR CONDITIONS WHI04 ARE WT,4=-PTABLE LASES , - S`'' D1REC NG NOSTIDNS TMRPCLA GO IrA6E'allidNM4RNl if. LINEAR INTERi'f]I:ARON 15 NOT PERMET7ED Ff.YR USE WrtH THE ANCF,IOK 81J-IEDULES LLSTEq`47N THL45t'iEFr THIS II'�11I1 ©®Ai�IEF3� • ' v EN�a qpg� - rrx+.lev��lryg-� �miL1.8•il'.ICf[imi e / ii lac i/i ,iii,�✓yr�/ ,a' r v/.�r/ir,�rri�/y� / �lds1/r%/� �I/�6SY11-8•a�/��1///,®Fd�-f%��/l f� L-�Et�L6Yi®� aJ4" ®AE DISTANCE '- p d r. MAI aE9EaN A bNa N. R eR eRL ess TYPE PiiP' .'AM OF Io _u• won tut Qf R-11' SnAN IP nuRlu' COIIN TYPE Cl C2, C4, C'3 CON:N TYPE Ci L3: G3 L4 CrlMN TYPE -'Gi CZ D4 : t3 d rT EP18F6 - U 33 IAL 'rtrw 41 4 6 .. Sa 2 12S I6,0 S O 10Y 12 S 1SD 16N 7S I S 2 I6D l+i-6T' z is 366 aS" ] 25 Y ❑ s 1 L i s s ]35 ]fill be 6D' 1 5^ 2 I .0 14P a 7 S.1 2 S 1 0 v 1 6.07 4T 12 4 1.{ Lz 5' 1 5 I E.D i6b 6 1 7 69'.: fib "' 12 $ 12 s xi 8'14T 6R $8' 4 8 i:26 12 5 Ifi tl'1N.7 5e"- ]i. B 8" 16.V T b q a19xY a"[NeCD. U 33 sc WbOD Pew A1. �2 72 12 S' 161q, 1G9 1 1" 4 12 5 1 D " i " 12 i 4 ] Li }6 a"SO,N 62" s a S L6, 9 S a I•-s z r S so' s 3s" 7 ,S as' 1 sit' 9:7 s4" La 5 FY,S" EO Z,0 f" 4t 64 x 160 9.6' 7. "'�125 P e A'P 5.6" is S f35 1 6 S6 0" iq.a" e6 Sfi" B B 5 6" 9,6 S;G" 12 S 1' S '` !29' i6 P' 9: 56". 6 Y6.D° 8.6 $ 6" I6.6" 9.6" 56" D : 3 9"xiilb=CM6EII. u 33 TRPCN °C 41 r Fax' y ae T Si Tz. 1 2, A 2 5' i& 0"' 17,5' - 5 I2 6.D'30; ' 1 $ t25' 12,5' 1b,D 15,p'51,4" 5 16 1zs lsc1.'91k' 2. Is,o'ss.'. 12,5" tz s 15,0" 1b.5" 6.6 91 1, 12.5 So.O". 9 1 ]2 s i6.e' S.1 "e 4 e3 / �r tit 15 41 Ill PA i RitA•s •!� C I pOD 5LL5MRi 48. yy 2 T Ta S S a6 2"'125 5" 5 1$S 13 6- T C 9 4 S 4T 4 D 6.5 2 1 23" d:7' 4.0" L. 142 5 d,r" S49 47 3 '.zs ]2 s" d R". 4:T' Y29' 12. 7' 4 4.R 6.25. z 4 e:Ts^ 6 4.?' 9 ". 12.,3 b N to^, 0 V/ ,.�...q U .� O (n O C(3 .�� L U) O 1 = 0 Q 1..11�' ... . -0 E O L to .� a) C L -+--4 4 Q �- i-.0._U)Q a Z Z W J e'+ y. Ftw/ V M Q > LLA o I- r c3 CO rJ � r� io Ch L1 !V N p RT -C ate+ GV W � � C CU V °C 3 co > 3 >r ae ca aL d C 2 rn a � E � o d � L 0 w. (^,`) (D W (1) O 0 irk 0- U V O L W f• � V W Q z Z Q J SHEET NO. SH 1.5�