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HomeMy WebLinkAbout38156 Fallstone WayH" F �)) ?U'l, ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orAH.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. FooU Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Brit. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee :';Pace SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED PER C.M [won voll M loss LElIILsJI_li� UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A 8 - UNIT TOWNHOMES ImENNARk� 8-UNIT TH (1532- 1516-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN 5 UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN 11 FLOOR FRAMING PLAN 12 ROOF FRAMING PLAN 13 UNIT -A- 1532 ELECTRICAL PLAN 14 UNIT -B- 1516 ELECTRICAL PLAN 15 UNIT -C- 1624 ELECTRICAL PLAN 16 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL 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. a j< C= M - Z OO ® 6 D Q - J ' y Ir - . �O W/V • ��•`��`•L•N• • 'i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a E a 0 co8 00 0 00 r rn��D Q @ LL i y LL W a Z t m 0 Ww O 3 CU r- co W 02cnO' cc Z ¢ J Z rNi IL ZN OU W ❑ ❑ 0 z N � z � Z n Q M 4-1 � v7 � U �y N U J E L 8, C Q t16 14 CDc Z o ce E Q Occ z o g0 � 0 �z �'i < N Z oa i'— —0. x0 U a� �0 o Did Z CDE n3 0 wZ CN w 0 Cq .< O U� rZ tt Z J m<<w b 20 Z r o Z go CL as n Z W �o r� yz f 3 0= �O C:) �p tT w� a 0d �3 c o > d. �� a� rn N 0 cfl VI T . � cfl M r_ _ co a. o CDm 00 E + CD '— M N �—' CDN C N Q CO L0 C9 ui i-- E w c o Z Z E O C a E v M 0 a o c c JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 1 Jill 1 111 lit 1>I IM-1 I -11111—1 I I - I L 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 (4) #5 REBARS CONT. 5x5x3/8" A36 STEEL BASE PLATc FILLED CELL LEGEND N CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) >- W.W.M. PLACED IN 0 1/8" SAWCUT x 1/4 0 0 UPPER 1/3 OF SLAB OR SLAB THICKNESS U SEE PLAN. ESH REINF. WHERE SHOWN ON FOUNDATION PLAN 0 W N - ---� w U a CONTROL JOINT DETAIL SCALE: 1112"=1'-0" 45 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=l'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. - A Aj _ 4 ° A b - V d A A O T ;• • f it J. ° A a e 4" 1 2'-0" 1 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" SECTION A -A 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT rFM24 BOLLARD DETAIL ��j SCALE: 3/4" = 1'-0" CONCRETE SLAB PER PLAN SYMETRICAL 18'-4" 18'-0" 18'-0" 18'-0" 00 13,-4„ T_8„ 01 3,_811 13,-4„ 1_01 0. T_8" 13'-4„ ,_0„ '_0" 13'-4" 3'_8" 01 VERIFY VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD 3'-0" x 3'-0" x V-0" L PAD PAD L PAD 3' " x �-0" V-0" S 3 PAD w/ (4) #5 E.W. S3 S3 S3 4)ME. 2'-0" x r-o" x r-o" HOE HOSE 2'-o" x r-o" x 1'-0" x r-o" x r-o" HOSE r-o" x r-o° x r-o" 2'-0" x 2'-0" x r-o" HOSE w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. A6 CONDENSATE—� -1 FT CONDENSATE CONDENSATE t 1W CONDENSATE -4" ELEV. FIN. INE 1 1 I I ( LINEw -4" ELEV. FIN. 1 1 I 1 LINEW -4" ELEV. FIN. 1 1 I 1 -4" ELEV. FIN. LINE I 1 o zo A s3 LU o CONC. SLAB 2 I I o CONC. SLAB 2 I � I o CONC. SLAB 2 I N CONC. SLAB o 1'-4" 6'-8" T-10" 3'-10" 2'-8" -8" 3'-10" T-10" 6'-8" 1-0 '-8" 3'-10" 3'-10" 6'-8" -0" '-0" 6'-8" 3'-10" T-10" 2'-810 -4^ -q" -4" 4^ PROVIDE 1 Yz"RECESS FOR f 4--- -� t- _ F- I ---l-- -I- — -- P OVIDE 1 Y RECESS FOR _ _ r I I PROVIDE 1 RECESS FOR _ —1—I---- r _ PROVIDE 1 2" RECESS FOR _ —I- II 9 `t SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg I I DING GLASS DOOR, REFER ROVIDE LINE FOR TMASON'S SCOPE FOR WIDTH 'I L I I SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH L SLIDING GLASS DOOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LI E FO I I F 1 I ICE MAKE L -5a I I CE MAKER - I I E MA ER - 1 1 ICE MAKER I I 00 ® I M D1 I I ( D1 I M C0 I I I D1 I M io 1 I 1 M I D1 1 I 1 co I S3 S3 I S3 1 I S3 � 1 ��m I�171 N iv rb r I 1 r I Ily ) I I l -L II 11,L { 1 �1 Cl) J 3Y2" MIN. 3000 RSI CONC. SLAB FOR I I y Ir I T T I (` / I �I I I 1 � p 1 I I Nr 11 �� I I JJ HERNANDO CO NTY ONLY. 3Y2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL. 1 1 1 VISQUEEN APOR BARRIER ® I 1 1 1 1 I I ( J 1 I DBL. SINK wl C.J. -D!$POSAL °D 1 DBL.SINK w/ I 00 DISPOSAL _ _ __ C,J, I DBL.SINK / 00 `D DISPOS _ - _ 1 SINK wl 1AL�OSAL _ _+ I 00 S6 _ _ _ - _ _ _ - - IIF- t _ - _ _ _ _ zo in TYP. @ 2-STORY U.N.O. IIII �� 11 I I 111- J rj III JII III 1 I I III 11 r) IIII Jl_ JII I III 1 ( I ilk II �i IIII I J� JII11 I IIII �� 1 1 I ( 1111� J <> 111 JII I I 1 12'-5" 5'-11" 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" ® I I PW01 I I PW01 I W01 1 I W01 I M 1 I I i I 1 1 14'-6' I 3'-1(" 1 T-10" 1 4'-2" l l 1 T-10" I 14'-2" I I I ' 14'-2" 1 T-10" ( 1 00 1 r I I r- -1 i I r I i r -� M Cl) I o I I I I I I I� I I I 1 Io I ' I ' o I I 1' 1 1 I OL 0'-0" ELE . T 0'- " ELEV. i 1 I T 0'-0" ELEV. 0'-0" ELEV. I 1 ® 1 FIN CON . SLAB I I FI CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB C.J. I I I - - —1— - - -�-- I C.J. - - - -I —}— - - C.J.—t--1 v G I I G 1 ® @ FOUNDATION 1 I I I I I I @ FOUNDATION I I I I I I @IFOUNDATION 1 1 1 @ FOUN ATPN 0 1'-4" I I 2 0" 2 0„ I I 16'-0-Vi 2' 0 I I = 16'-0" 16'-0" ( 1 2, Oe OP 1 r -� 0? I I i -r _� I I I 1 T 14 I I I I I 11 11 r_ ® L J L J I I i I < J . i I � J 1 I I I I I I I I ff 11 50 LO I I I I I I I I 1 1 1 1 1 1 1 1 I I I I ELEV. APPROX. 1-1/2" ( BELOW F.F. I I 1 ■ ELEV. CAN BE NO MORE — — J — — — �J — — — — — —� L��� THAN 1-1/2 BELOW TOP OF EGRESS DOOR THRESHOLDI FIELD VERIFY K N I i I Vv /M W.H. H., I iv K / I iv z K I K `P �� iv I PROVIDE 1/2" RECESS S3 FRONT DOOR. REFER TF7 O t, MASON'S SCOPE FOR WIDTH I H _ -s � 2'-1 2 10" , 1 S3 iD PROVIDE 1/2" RECESS FOR T - - I LFRONT DOOR. REFER TO 2 0" S3 PROVIDE 1/7 RECESS FOR I LFRONT DOOR. REFER TO I 1 PROVIDE 1/2" RECESS FOR - S3 FRONT DOOR. REFER TO �W.H �y T 2'-1 " I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 ■ ® ® IM I ® ■ I I ® ® Im ® ® 1 -0" 4'-0" _O" 0" I I I I I 0" '-0" -0" 8 1 ELEV. APPROX. I I I I I I I 1 1 11-112" BELOW F.F. I o v o I 1 o v I I o I I I I o I ELEV. CAN BE NO I ELEV. APPROX. l I 1 I 1 I q `O -4" ELEV. FIN. CONC. SLAB 1 `� 1 I W01 I -4" ELEV. FIN. 'n CO MORE THAN 1 112 CONC. SLAB I BELOW TOP OF -4" ELEV. FIN. 1 112 BELOW F.F. CONC. SLAB ELEV, CAN BE NO ® I 1 -4" ELEV. FIN. I W01 ® CONC. SLAB I CO W01 1 I EGRESS DOOR MORE THAN 1-112" — — ■ I C.J. _ - THRESHOLD. FIELD C.J. ■ - - I VERIFY C.J. �; 1 BELOW TOP OF 1 EGRESS DOOR I I D1 1 ELEV. APPROX. I C.J. I 1 �; D1 _ _ ■ �- o _ _ — ■ I I THRESHOLD. FIELD ��, _ _ 1 112"BELOW F.F. 0 I I �" 10 o VERIFY to `" I I ELEV. CAN BE NO o J, I 3'-0" x 3'-0" x 1'-0" N I 1 MORE THAN 1-112" I w/ (4) 95 E.W. N L o I o ( I 1 I q ^ o I I I BELOW TOP OF I I 1 I S3 S3 "' I u0 10 to ® 1 EGRESS DOOR ® � 55 i I I 55 I I I 55 1 I I I THRESHOLD. FIELD I 55 D1 I i D1 1 I D1 VERIFY D1 ■ I I ► ' I■IF I I � �I I I I M I I I 1 M 1 1 1 I I I 1 1 I o M L7 --- I I I A- I 0 1LO "SEES 3 FOR S3 T I S3 I T I S3 I ■ ■ I "SEE S-3 FOR L RECESS OPT." L J - I- — — — L — -J L I <— RECESS OPT." L v — J y + — — — — — — v + N% v S3 N S3 I S3 iv ® &I'l; ® % V -1 iliI 7�HOSE (2) #5 ■ r- -&1V VERTICALS HOSE ■ HOSE (2) #5 VERTICALS I Ill 41 HOSE (2) #5 VERTICALS (2) #5 VERTICALS - BIB WIN FILLED CELL WAN FILLED CELL BIB WAN FILLED CELL BIBB BIBB WIN FILLED CELL 1'-8" 8'-0" V-8" 1'-6" 8'-0" 1'-10" 2'-0' 8'-0" l'-8' 1'-8" 8'-0" 11'-4" 0 11'-4" 0 6'-4" 11'-8" 6'-8" 6'-8" 7'-0" 22'-8" 18'-0" 24'-8" 114 72'-4" FOUND SCALE: Y;"=1'-0" —INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT WI 25" EXT. ABOVE SLAB. GRADE 40 STEEL ►TION PLAN c r `- M N s. N C_ _D .7 y t'W o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� Wll- d E V C C) 0 C% N di y M 'T J Q JLLLL LL W a � Z c°' tcao 0 �. o W :3 C13 o N Q J Z co LL N Z N O L) U ,vl W 130 V M � z N � z z C Q $ t U) - N NCDa LL <n U w � ~_ — E t j I' = rr 98 U e 5 J c rn Q � Q N O� o W Z M o � E E Qo Q o a E U Ow� z r0 - CZ)' N r q� 0 �a a p aZ. =° S a � ¢� ? ra C r W.y U m� O 0¢ 0 z Q � w o< �� ,- 'a w sm (� N �< Z 0 a W F F IT 3tiz 0 J o cD w� E° 0 za > d' c m O E c6 M _ co76 ,-- O o O �- m 0o E O O T M N LN c co 1Cn N CO Ln CO T E c CD 6 Z M z >= O C a v JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 2 L MIRROR oIrkI011M10 1M F 0�_- 111 I-q 71111 F 0�_- 11 I MM 10 AM OWNER'S BATHROOM SCALE: 3/8" =V-0" 0 BATHROOM 2 SCALE: 3/8" = 1'-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 25 S.H. 13 20X38J 18 X37 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18JX71J S.H. 11-12 271/4X26 26X25J S.H. 11­13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 1 X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54X381 521X37J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD CASING (AT 2nd DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" N FLITCH HEADER \ SLOPE CEILING TO MATCH STAIR RISE F. FL. F. FL. - - - - - - - - - - - - - - - - - - - cv DRYWALL 17 1/4" TO 2" DIA 16 ANDRAIL NO 15 ESS THAN 34" 14 �� OR MORE 13 U VH HAN 38" ABV. 12 z READ NOSING 11 CONT. \10 HAND RAIL �9 U METAL HANDRAIL rn 8 w o) BRACKET 7 00 = L11 BLOCKING AS Zo 6 REQUIRED 5 2x STRINGERS 1, 4 00 3 F.FL. \ 2 1 F.FL. HANDRAIL DETAIL 14 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (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 Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 18'-4" VERIFY AC PAD LOCATION OF A/C PAD HB A ------------------------- OUTDOOR LIVING S3 9'-4" CLG. A.F.F. CONCRETE 8" 6'-0" 10'-8" = 6'-8" 3'-10" 3'-10" 2'-8" o� f- a) 6068 SGD C 50 = �o r O T2468REF ® 7'-11" 3'-2" I U-7" o I O O N © U)3 I M DINING N KITCHEN Lu Z I'0 9'-4" FLAT CLG. 9'-4" FLAT CLG. 00 TILE TILE ® I SINK w/ I D/W DISPOSAL F---� io I I FLRG. LINE - - - - - - - 16" CNTR. AT 42"--J ;n o �r A.F.F. 1/2 WALL C,.) OA N r CAPPED 1 r ® II UP 2 <V I 3 M GREAT ROOM 5 D1 TYP. U.N.O ® 9'4" FLAT CLG. CARPET 7 13'4' oIL M GG ^ 9 S3 10 UD '- 11 b A 12 'n N 2x6 WALL M 6'-8" to 2'-8" 4'-4" *NO UPLIFT* ® Q - S4 -- - -- LINE 00 _ N �{�{��p N _FLRG. _ H1 J 10 s )71 TILE v N Cco CnV r u v I� ■ FOYER ' _I I 16" SQUARE- CMU COLUMN 1ST FL SCALE: Y4"=1'-0" 9'-4" FLAT CLG. 2868 TILE oo -�_EDGEOFSLABZ' TT.O.M_ _`r BEYOND WALL `� W.H. R.f• .■■■■.- ■,,,r 1 I E4 us OF] Flat] M�� : 1 9'-4" IPLG. A.F.F. CONCRETE Im Emit ----o �_O 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR QARAG E 9'-4" FLAT CLG. 0" r- - - - - - - - - - ------ 00 :� I I I I co I I ■ I LINE OF 2nd STRY. ABV. I- - - t 00 I **NOTE * I 8o p I BLK. WALLS RE 8'-8" TALL FOR "A" NIT 5'-8" o FROM FRONT OF 00 K GARAGE TYP. @ I I S4 GARAG OOR 8'x7' GARAGE 1'-8" 8'-0" 5'-8" V-8" 7' 8'-8" 1 18'-4" OOR PLAN - UNIT -A 1532 D1 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'4" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOU S @ 12" O.C.* THIS IS ONLY USED FINISH ** WALL SHEATHING 1 REFER TO SHEATHIN lr) to O FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) BLE STUDS @ 16 O.C. OR SINGLE STUD r o + WIop TH PLASTER OR STUCCO EXTERIOR 34" 12'-0" S-0" 01 10 5132" EXPOSURE 1 OR EQUIVALENT. G SCHEDULE FOR ATTACHMENTS** V-4" & V-8" 3'-10" J 5'-0" & 3'-10" J 2-8" 10 0 © O MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS( EGRESS o CO OWNER'S 55 BEDROOM D1 8'_0" FLAT LG. CARPET I i'V o N17'-8" ioUV 6'-4" 4'-4" 7'-0" I ® M.C. ----- R&S D O. B TH I 22"x36° ' 8'-0" FLA CLG. ATTIC I N CARP T ACCESS1W I C I _ � (V io h CD 1 \\ 8, (�" FLAT CLG I io Cl) V N1 N 1 (CARPET I� PW01 LIDI 0) I I J I D1 J _V- >04 N Om I FO 2868 5 00 6 oo - 7 00 E TO oo in 7' A. _ 8 PRON AHU 9 60"x 00 OWER P I ~ 10 i0 R/A I I 11 in 5' 114' 4'-4" 3,-4„ I 1 S-8, 19 LOFT I' 13 0 I ® �O 8'-0" FLAT CLG. I 14 00 CARPET 15 eo 00 I 16 17 �) UP 18 0 1/2 WALL b� CAPPED >04 O = 5'-4 1'-10" 9'-6" )04 v ® r^ EO 1 0 in 2668 N BATH� 8'-0" FLAT CLG j ■ M.C. CARPET I WIC F-0" FLAT CLG. CV ( CARPET - 2668 IY in ----- ---- BEDROOM 2 R&S 8'-0" FLAT CLG. ■ _ CARPET r� a G.T. F, G.T. - - 00 0 MOD 25 SH (39"x59") ■ EGRESS 40 3'-8" S-10" S-10" 4'-0" 7'-4" o 0? 7'-0" 11'4" 1 &D ") 18'-4" - - �J 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OSEESN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. e� r s CV N A- ao ( , c.D Q tf, _ (J . r. ;-1 ff` 7 7� '3 UJ i "�,J •• C F. f.rlf ... '.tt,'• .it'. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a s C 00 0m U) M M K ik LL a = � S22 + w M LL 5 6 Z L N Lu o 3.X, W 7 N N S IL0 W °)0 m w z � NZ a Z N O U U W ❑❑ 0 V M � Z N QQQh z n Q J N 0 Ln z o Co A-1 ti1 C- � _ 8 �~ (� r- in U r- J E c -IO Q N 0 see o w M o � U_ Q o E ❑ 0 Z cc < _ W � F ?o U0 Z V❑ a ❑ < �O `O ¢ 8 z w1 N Z '0 in ` z� Z J U "m <<w C/) J ¢ 2. IDoa do T W � �w v a� � z �0 o w >° a co �' a �d 00 $ c o T ai m I- (9 _E CD _ M T T co O r C� 0 CDT C m O 00 E F-- O CD rn N M U-) 00 r d) O E '= z l0 � O N z E O E a ci _J a o JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 3 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OSEESN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. e� r s CV N A- ao ( , c.D Q tf, _ (J . r. ;-1 ff` 7 7� '3 UJ i "�,J •• C F. f.rlf ... '.tt,'• .it'. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a s C 00 0m U) M M K ik LL a = � S22 + w M LL 5 6 Z L N Lu o 3.X, W 7 N N S IL0 W °)0 m w z � NZ a Z N O U U W ❑❑ 0 V M � Z N QQQh z n Q J N 0 Ln z o Co A-1 ti1 C- � _ 8 �~ (� r- in U r- J E c -IO Q N 0 see o w M o � U_ Q o E ❑ 0 Z cc < _ W � F ?o U0 Z V❑ a ❑ < �O `O ¢ 8 z w1 N Z '0 in ` z� Z J U "m <<w C/) J ¢ 2. IDoa do T W � �w v a� � z �0 o w >° a co �' a �d 00 $ c o T ai m I- (9 _E CD _ M T T co O r C� 0 CDT C m O 00 E F-- O CD rn N M U-) 00 r d) O E '= z l0 � O N z E O E a ci _J a o JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 3 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. e� r s CV N A- ao ( , c.D Q tf, _ (J . r. ;-1 ff` 7 7� '3 UJ i "�,J •• C F. f.rlf ... '.tt,'• .it'. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a s C 00 0m U) M M K ik LL a = � S22 + w M LL 5 6 Z L N Lu o 3.X, W 7 N N S IL0 W °)0 m w z � NZ a Z N O U U W ❑❑ 0 V M � Z N QQQh z n Q J N 0 Ln z o Co A-1 ti1 C- � _ 8 �~ (� r- in U r- J E c -IO Q N 0 see o w M o � U_ Q o E ❑ 0 Z cc < _ W � F ?o U0 Z V❑ a ❑ < �O `O ¢ 8 z w1 N Z '0 in ` z� Z J U "m <<w C/) J ¢ 2. IDoa do T W � �w v a� � z �0 o w >° a co �' a �d 00 $ c o T ai m I- (9 _E CD _ M T T co O r C� 0 CDT C m O 00 E F-- O CD rn N M U-) 00 r d) O E '= z l0 � O N z E O E a ci _J a o JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 3 0 MIRROR MIRROR o IL��I I I F � 1 IM, Emb 11 Ira 4: 1 OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25} S.H. 13 20 X 38 18 4 X 37 J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18JX71J S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 371X26 36JX251/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37JX501 36JX50 S.H. 25 371 X 63 36 J X 62 112 S.H. 26 371X72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73't WIDE S.H. 32 54 X 26 52 J X 25 S.H. 33 54 X 38 52 J X 37 1 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" CASING (AT 2nd TOTAL RUN = 14' 2" FLOOR ONLY) i� 3/4" PLYWOOD (2) 2x8 w/ 1/2" i� DECKING FLITCH HEADER i SLOPE CEILING TO MATCH STAIR RISE i i i F. FL. - - - - - - - - - - - - - - F. FL. - - - L - - 18 U n DRYWALL 17 L 1 1/4" TO 2" DIA i\,, i� 6 t A HANS. LE SDRAIL NO THAN 34" w 14� i 15 �� NOR MORE �� Z 13 � THAN 38" ABV. CONT. 12 6 TREAD NOSING HAND RAIL 11 U 10 METAL Q 9 / HANDRAIL w g rn BRACKET �� BLOCKING AS 5 � REQUIRED 4� 2x STRINGERS F. FL. U 1 2x4 #2 SYP. P.T. THRUST I 14' 2" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. A 3" FROM EA. END. NDTYP. STAIR SECTION SCALE: 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2 FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" 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 V F. HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top user of the flight to a point directly above the lowest user of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 12-inch gypsum board. 18'-4" T-8" 13'-4" 1'-4" VERIFY AC PAD LOCATION OF A/C PAD HB OUTDOOR LIVING 9'4" CLG. A.F.F. CONCRETE 10'-8" 6'-0" 3-10" 3'-10" 6'-8" t---- ----- I I REF 5-SH 2468 BF 6,_7„ 3 2„ I o O I 3 Z KITCHEN 9'-4" FLAT CLG. I TILE SINK w/ DISPOSAL DAN F---7 �O L---J 1/2 WALL CAPPED UPS CL C 6068 SGD (V 7'-11 " N DINING 0 9'-4" FLAT CLG. TILE 6" CNTR. AT 42" A.F.F. r F- PW01 5 GREAT ROOM D1 9'-4" FLAT CLG. CARPET 00 TYP. 7- 13'-8" is 0 9 ^ GG 0 10 S3 CO tO 11 r 436 041 ►•►• ® . • •4!4 ►!4 NN ►.•: �; ••,• III �,� ik AOn �.►� s i►iy �0 FLRG. LINE FLRG. FOYER 9'-4" FLAT CLG.2 ;o TI LE ac, �r 9'4' is T.O.M. T-0" 3068 (X) :a IF law imams al r\ ins iii • - i _Jr /► O O - - - - - - - ---------I 10 I I I 1 I I LINE F 2nd STRY. ABV. I ■ I * NOTE* BILK. WALLS ARE 8'-8" 1 TALL FO "A" UNIT 5'-8" 0 FRO FRONT OF 0 I ARAGE -9 K OARAGE S4 I HB 8'x7' ARAGE DOOR 2 O� 000 �00 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. * ( )>9'-0" SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN STUDS WILL BE DOUBLE STUDS @ 1 @ 12" O.C.* THIS IS ONLY USED WITH PLASTER FINISH ** WALL SHEATHING 15/32" EXPOSU REFER TO SHEATHING SCHEDULE OP rk Y DD TYP. 00 o) M V-8" 8' 0" 1'-8" T-0" Of 1 V-4" 18' 8" 8' 8„ T.O.M. 18'-4" T.O.M. 1ST FLOOR PLAN - UNIT-B 1516 SCALE: Y4"=V-0" 0 to THE 4'-0" END ZONE, THE 6" O.C. OR SINGLE STUDS OR STUCCO EXTERIOR 3' 0" 12'-0" 3' 4"01 RE 1 0R EQUIVALENT. 2'-8" 3-10" 0 5'-0" 0 T-10" 3-0" FOR ATTACHMENTS** O MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS EGRESS 00 00 OWNER'S BEDROOM 8'-0" FLAT CLG. M81 CARPET zo 17'-8" FD 7'-0" 4'-4" 64" R&S M.C. PW01---------- 22"x36" 0. 13ATH D1 I ATTIC 8'-0" LAT CLG. o I W I ACCESS CARPET TYP00 . ca '-0" FLAT C�G- / 00 N 00 �I CARPETI N N I - - - - - - - - - - - R&S 5 2868 PWO1 6X 60 D1 60 7 - - w TYP. (o v 8 7' 9 AH N " 36" 10 S OWER P to 11 I R/A in 3'-8„ I 34" 4,4„LL -1 1 13 w 14 w - cO I F- `q "' w 00 15 a ^ � 00 `° 16 o 11 LOFT N o, Ua I 17 I 8'-0' FLAT CLG. 18 UP II CARPET u O T A. F. � 1/2 WALL 0 CAPPED ba CV 9'-6" 1'-10" '-4" d 0 io _ �lv io 266 `DalOCP TH 2 0 -0" LAT CLG. C RPET M.C. WIC cV rL6 8'-0" FLAT CLG. 0 CARPET Ioa I� BEDROOM 2 8'-0" FLAT CLG. `' ---- -----J CARPET R&S G.T.CIS W ■ mo* n O rn ©MOD 25 SH ( 39" x 59" ) ■ ■ M. EGRESS T-10" T-10" 3'-8" 01 10 T-4" 4' 0" 31 00 01 1 V-4" T-0" 01 18'-4" 110 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEG EN D 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. o N O N �v o r - co t s .� . J \�•� a ,0 Wns �f�= G.N G. • C� N Q LU U 'op CO CAD Z!- •% F l ram, 0FESStO 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 E /a o (0 V � � N � 0 - "o� �; N r:R 2 N 0 * LL .4 C J LL L J LL � d Z io -6o' a 0 MW rn °' Z 04 Z N OU o W z N M z C, Small r, C/7 z CD o 4-J O N S �N r _ � rn M v w ;.. E I . 2 8 Iy C_ `� ® 0 Q 0 e S It o w cow z CD w J =o >o w Z a _0 Z♦- Sri S owa u D U<o w ¢ZoZ�N z ` �1 _ _N12 >Z U) Z b a �z rn W Q$ w w n W U } 10 �Ew o wa �o OOil 'a VCfl zla •0 T N cc m C F'- c E _ M r� � Q M Y c6Lr> o m C=11 00 E O _ M o III 0 N --:? Q (D co LO 00 r ai o c Z 0 - Z E 0 In M N c E o q? c a U _JQ p � JOB NO : 22-06595-06588 SCALE : AS NOTED SHEET NO. 4 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEG EN D 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. o N O N �v o r - co t s .� . J \�•� a ,0 Wns �f�= G.N G. • C� N Q LU U 'op CO CAD Z!- •% F l ram, 0FESStO 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 E /a o (0 V � � N � 0 - "o� �; N r:R 2 N 0 * LL .4 C J LL L J LL � d Z io -6o' a 0 MW rn °' Z 04 Z N OU o W z N M z C, Small r, C/7 z CD o 4-J O N S �N r _ � rn M v w ;.. E I . 2 8 Iy C_ `� ® 0 Q 0 e S It o w cow z CD w J =o >o w Z a _0 Z♦- Sri S owa u D U<o w ¢ZoZ�N z ` �1 _ _N12 >Z U) Z b a �z rn W Q$ w w n W U } 10 �Ew o wa �o OOil 'a VCfl zla •0 T N cc m C F'- c E _ M r� � Q M Y c6Lr> o m C=11 00 E O _ M o III 0 N --:? Q (D co LO 00 r ai o c Z 0 - Z E 0 In M N c E o q? c a U _JQ p � JOB NO : 22-06595-06588 SCALE : AS NOTED SHEET NO. 4 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEG EN D 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. o N O N �v o r - co t s .� . J \�•� a ,0 Wns �f�= G.N G. • C� N Q LU U 'op CO CAD Z!- •% F l ram, 0FESStO 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 E /a o (0 V � � N � 0 - "o� �; N r:R 2 N 0 * LL .4 C J LL L J LL � d Z io -6o' a 0 MW rn °' Z 04 Z N OU o W z N M z C, Small r, C/7 z CD o 4-J O N S �N r _ � rn M v w ;.. E I . 2 8 Iy C_ `� ® 0 Q 0 e S It o w cow z CD w J =o >o w Z a _0 Z♦- Sri S owa u D U<o w ¢ZoZ�N z ` �1 _ _N12 >Z U) Z b a �z rn W Q$ w w n W U } 10 �Ew o wa �o OOil 'a VCfl zla •0 T N cc m C F'- c E _ M r� � Q M Y c6Lr> o m C=11 00 E O _ M o III 0 N --:? Q (D co LO 00 r ai o c Z 0 - Z E 0 In M N c E o q? c a U _JQ p � JOB NO : 22-06595-06588 SCALE : AS NOTED SHEET NO. 4 1 1 1 1 1 lliivr1'I 'ICI' li - -11 - - J -- I I --- - ' _ STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 1U-8 3/4" TOTAL RUN=14'-2" 3/4" PLYWOOD DECKING F. FL. 7 F. FL. f Fft- 1111 EN F 0�-- I im' OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = 1'-0" 42" KNEE WALL �\ WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 184 X 50 S.H. 15 20X63 18}X62} S.H. 16 20 X 72 184 X 71 J S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 1 X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 } X 25 J S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. 18 17 16 15 14 13 �� U 12 Z 11 CONT. 10 HAND RAIL J 9 U v 8 Cn 7 2 6 z CO 5 2x STRINGERS \ 4 00 � 3 1 F. FL. I �- 2x4 #2 SYP. P.T. THRUST I/ BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ fjr) .AND111, H /� K j1 P /�' I n C I /� I I TYP. STAIR SECTION 1 Rnnn Fo Fnln 1�1 V 1 J r /�► 14' HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 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 SCALE: 3" =V-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the endosed side with 1/2-inch gypsum board. N c iY 13'-4" AC PAD HB VERIFY LOCATION OF A/C PAD 140(`, RFV 10 1 90 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. -------------------------- OUTDOOR LIVING q 9'-4" CLG. A.F.F. o Eo CONCRETE io '-0., 16-8" 6-8" 3'-10" 3'-10" 2'-8" !tzl' O 6068 SGD °' ~ ® ® ■ ■ 5-SH © io O r� REF 2468 BF iio I ib in ( Co 8'-3" 3'-2" 61_7" 0 1 0 O DINING N KITCHEN Lu III N 9'-4" FLAT CLG. Z 9'-4" FLAT CLGTILE TILE I I 0o I SINK w/ i:o DM DISPOSAL ( Co I FLRG. LINE -------- - 2x8 WALL 6'-0" 8'4" 3'-8" o 16" CNTR. AT 42" in r in A.F.F. 1/2 WALL CO CAPPED 1 r r II UP 2 00 3 4 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET bo 14'-0" _ 7 CD -10iD PW01 D1 1 _ GG 11 TYP. S3 Y 12 2x6 WALL 7'-0" 2'-8" 4'-4" o --- r, u7 `O *NO UPLIFT*_ - - PWO1 FLRG. LINE Q Z 00 J D1 S4 0_r_V_V R . 11� TYP. ivILL TILE CD CI) Co Ca H1 FOYER 7C't4 )04 o 9'-4" FLAT CLG. 2868 _ TILE W 00 O EDGE OF SLAB 2" c 00 CD cD 9'-4" BEYOND WALL N W.H. _ T.O.M. O 7'-4" M 2'-6" 3068 BUILDER TO PROVIDE A APPLIANCE PROTECTION `7 o WHEN REQUIRED PER 2'-0" 4'-8" FBC (o 1-CAR GARAGE 9'4" FLAT CLG. ENTRY CONCRETE 9'-4" CLG. A.F.F. o Cn CONCRETE C6 OP 2 T N 0 r - - - - - - - - - - ------- in � I I 1i d I I I I 60 I I I I in I I 60 p j TYP. @ j 0 ih � I GARAGE I I K IAV cqv S4 00v I Iv N CV CV ® n_nonnC: nnno 1ST FLOOR PLAN -UNIT-C 1624 SCALE: X"=V-0" y i F- * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Y"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26,6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET I AO MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" i:::::::::::::::::::::::i -----m..-uo-i • • MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID A CONFLICT WITH STRUCTURAL WD. COL. r. O . r0 co C 'u - �r = Q.) L� -0 W :.' r,,10 •" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W E g 8 o u __� Lo 0 :t- 0 w Mi8 J Y/ rn n r1 rn M v � V. Q C J LL W J LL U dd Co o $ O Z13 Ly f0 9 i o 1- W ��°'rn m Lu Z ifs N Z Q J M LL N J OU0W Z W ❑ ❑ V z z � z Q -J r E3 � z 0 4 1 u- (6 w U g 0 w s to U _ E t g ! 0 c U Q Y O MID O co M M z m Z Z coo E o < N t Qa oLL wz z® ❑a co ro o O< ) o U O, Z O E O iQ az ttZ ww X ¢ o f mo C 9'. •'m oz r- '<w v z ° O W dnw aw d & a Sz = F MJ o O o " F i'a ° 3 C o T >� a; I- N C� c.6 M �_ _ CID0 � o O�- m oTo E CD N Q (0 to C10 T C C) O Z R Z rri E O m E U c a � Q p � JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 5 I A - -- - - -- I_ I I- S' I - 1 1 t t 1 1 111 1 _ I I -- -- - I 11--161 I11Ell III!-1 I I l' ! -- - I --I 1st FLOOR BUILDING PLAN SCALE: Y1s"=1'-0" O N i C N - 00 C V� 4 � , Jl na 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 W Q 0 E V O LQ o N W C1 N r 00 Y oo N 00 U) � Q (pp Nm��22 co J J LL LL LL W Z i ��°' o :cc; 10 W0 111 ] O N 9 0 1'- o W IL L oo m a N o U W ❑ ❑ M z N M z � J — CZ � N — N ''znn O V .2 W � 0 V) N � w s Ly N � � V � U C W J E S t sl y 5pp Q • s� c w cozo � Q J U- a 0 zo 20 of z >c aR z® Da E K O �0 Z U OU 0a Zcz)- O N � Q o W Z �w mO _ C N � SQ S O� Y2 z J m 1 F Z o ¢ O W a>� w< �w v � �a Ja C o T ai rn cC> co CD T _ T _ O M nco IL.tt'7 T U C 60 co E coQ CN,��1 u ' Q CD 06 d T- E C O Z c6 Z E O N co a E U -j cc Q 0 � JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 6 — — — — — — — — — — — — — — — — — 144'-8" I 18'4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" dP 18'-4" o � OP in in 00 in 3'-4" 12'-0" 3'-0" 3'-0" 12'-0" 3'-0" 00 ■ ■ ® ® 3'-0" it 12'-0" 3'-0" 3' 0" 12'-0" 3'-0" ® ® ■ ■ 3'-0" 12'-0" It 3'-0" 70, 3'-0" It 12'-0" it 3'-4" o In 100 It ■ ® ® ■ ■ ■ ■ ® ® P 10 ® ® ■ ■ ■ ■ ® lop ® ® ■ ■ ■ ■ ® ® ■ OWNER'S OWNER'S BEDROOM BEDROOM UNIT -B- UNIT -A- (1516) (1532) OWNER'S OWNER'S BEDROOM BEDROOM UNIT -A- UNIT -B- (1532) (1516) — — — — — — — ° O. BATH I I O. BATHG � -V1/IC I I WICK 1 1 Iv ° L!J ® --------I L--------------- I I I LOFT LOFT I ® 1 I I I I ■ ° BATH ATH 2 ° i WIC I I I I LL------- BEDROOM 2 BEDROOM 2------------- ■ ® ® ■ ■ ■ ! I L-- —� T-0" 11'-4" 11'4" 6'-8" OWNER'S BEDROOM UNIT -C- (1624) OWNER'S BEDROOM UNIT -C- (1624) OWNER'S BEDROOM UNIT -C- (1624) OWNER'S BEDROOM UNIT -C- (1624) I O. BATH I � 1 W1Cv I 1 1\/ I 1 L1J0 I I I I LOFT ATH 2 G -------- ------ BEDROOM 3 BEDROOM 2 ■ ® ® ■ ® ® ■ 11'4" 6'-8" — — — — — — — 0O. BATH I I I /IWIC I 1 I\/ i 1 E) LIJ 1 --------� 10 I I I I U BATH LOFT ° ------ __Vic --- BEDROOM 3 BEDROOM 2 ® ® ® ■ ■ ® ®' 6'-8" 11'4" I O. BATH I �G I W1Cv i 1v 1 1 1/ � 1 L��G L------- .4 I I I I U LOFT BATH 2 G -- VIJQ-- ------ BEDROOM 3 BEDROOM 2 ■ ® ® ■ ® ® ■ 11'-4" 6'-8" — — — — — — — O. BATH 1 � -� I I /WIC 1 1 I\/ � 1 01 �IJ 1 -------J I I I BATH 2 LOFT ° Ij° ------------- BEDROOM 3 BEDROOM 2 ® ® ■ ®'' 6'-8" 11' 4" — — — — — — — ° O. BATH 1 I O. BATHG � KWIC ! I WIGS ! 1 1 1 ° � i i 1 1 �\ G �C� 1 1 L�� ---------------- L_ C11 00 I I I LOFT LOFT I ® I I I ' ■ BATH ATH 2 G ■ I WIC i I ! I ! BEDROOM 2 BEDROOM 2 I in - ■ ■ ■ ® ® ■ I QO 117 L --— — 6'-8" 11'-4" 11'-4" T-0" 01 18'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-4" 144'-8" OF 2nd FLOOR BUILDING PLAN SCALE: �6"=V-0" 0 co IN rC N O LO l v �✓ n / tt3 6 3 Uj t;l1l4! f!lPll/t�1P VVN 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. tY) W E Q O Mv 8 �% °D NS,N 'o 0'�D 0 • aD N r M C #u Q —t W J W LL 6. Z m c O W ��rnrn m w Z 3 M Z Q J IL a Z N O U V V W 1313 z $ z o a J 7 N z � CD -1 s �4-1 j� ram+ N w A U M — C) O w g Jim V) rn ro U p tl N Q N m • O M J W M w p z f LL C Z O o f > N Z o O C)z W Z 0 oa t--- no _ x ¢z O O Z O E CV �I dz ao dz ¢� Oa N - `z v mo a Z > z Z J Q z 3 oa go Q � a N Z W w� az =3 NJ CIDi¢ a o3 C o T ai ra N C.fl M CC>_ co T _ CD O M (co Ln r o C m CD OO E M�CN O L0 N Q co c0 LO �. E O o Z z y E O a E U _j Q o c JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 7 _ 1,11111 11 J 11 111 11 u 11 1 I T I I 0 B KEYSTONE DETAIL SCALE. 1/2 -1 -0 A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" 12 4.0r- 12 14.0 7:770 IFi���� �►"" ��ISF 4T I(O�W/4"TRIM T.O.P. OMNI, 11010 NONNI, IN moll Mon, NNE MEN son IM, Milli I 1111111010m, 1111111!MMMM11 1 001101 NINON 'OEM mom VINYL O FOAM SHUTTERS (TYP.) 8on oil lji� MEN MEN 11 1 'E GG:I9 L�p �O� Di0 . e 9N Z- MOD 25 SH -- MOD 25 SH "Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SHZ MOD H M OD25SH BAN BAND 1BAND ------ ---------------------------------------------------- -- -------------------------------- -F.FL J % - - - - - - nv j 3T. ------------- -- -- --J ----------------------------- ----------------------------------------------------------------------- - - - - - - - - - - - - - - - - -------- CLG.HGT - - - - - - - - - - - - - - - - - - - - - - - - - vl �e� TEXTURED FINISH1-1 %B n TEXTURED FINISH �� rj Mimi 1E1E IMINIMI MIMI-0-1 101MI =I Elmo Eve- T.O. F Q C 50 F.FL. T.O. K F. FL. 0 Eno F -7 00 IM rr••- rr••- 0.: D••• UNIT C 000❑ 000❑ IL-110 0 0 EIE:IEL-� UNIT B I UNIT __1 FRONT ELEVATION SCALE: 3/16" = 1'-0" 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD L UNIT UNIT L UNIT I UNIT UNIT I UNIT L UNIT UNIT REAR ELEVATION SCALE: 3/16" = 1'-0" Q, O i ' tN X - U _ • r, = in n ) i `�/i ``,\y`�1��ti1111111rf1/l// W I , v4 •-.•,......••oar \\� -0FCSrJ� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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 o8 I' V N r dCID _ r lii M a ik LL a 10 LL LL d z W C � o .. co N O � z LLW r° c' m W C,Lo r� Z aN Z d () U tVb W ❑ ❑ V M � Z N in Z � N z nQ tl N r .2� V Q U- � W 5 W 8 N c U w � L 8 U o Q N • O W M 0 o Z Z L Q E zo wo z r� ?® ❑ a V N � � O x U �a w ¢ U O � U 0z z O N ¢z ¢o a w w ¢ o y V m 0 � o Z F Z m Q W ` zo W _a Cl wLL a N w uoz Z - =3 ~ U O � wa a et za °3 C o T rn V/ T � c6 M _ _ CD �— GV O � o O T �� 50 Tm E '— VI co CN U) H O CD CD (V Cn (0 C0 r 00 O o Z M Z 3 N O N E • • 'O .�+ C a c°� -j a o JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 8 A■ ��Illl��lVl�■■ILIII1uuII,11�ILi11Y1�lY�IItlYIN1s��I�■� ���■�■IY��IWYICII�.11■W JYilll■ �� �■ ■ Y�._YL LEFT ELEVATION SCALE: 3/16" = V-0" RIGHT ELEVATION SCALE: 3/16" = 1'-0" 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. txterlor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal 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 -c o N ; c �` N } X 00 o CD 6 y' cc u 7 :u V, > . 3 — s >; -3 _ W l i I I I flf it/���rr \�,�\U�tl ,\\ �� O W N � '' C� � ate, :• F�-O •'�� r, R0FESS\0a`,`� 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. el W p V C. OC1 N m aj M V 25 LL a C J z U.w t' JLL LL S a 13 Z 0 C: a =;_°o i�N� 0 W ��Q' m pjw J z IL Z �, M Z N O 0 °d o 2 U !� W ❑❑ V M � Z N M SO S z m Z n Q N M ` z a lV^)CD r8 � - cry 0 w g C N ,N v + � in U = y U 'o ° c 2. Y 8, o m CD cfl M z� o Z z � Q a E U zo >p Z® oa Z tC o 20 U a< W 0° oQ �Z N It ..�-. LL o ¢z m0 Z Cx J U 'm ; O ¢ Z " w Ew a� of Z �O W 29 w a N W J o N� z wa 3 �° CD za a� o� c T' ui rn c9 T c6 � V! _ T co CD O M n '°'� Y o c6 �. m O CDCN 00 mLO CDCV O >` 0 N Co E Q Z Z E iri E 0 rA E fC C a io U J Q J JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 9 L— I II I'. r I I I 1 I111 ' 111 nil IIwo II IIIl_I I 'it' 1 1 _II I ," _ _ '.!R111 ' I I II '"Ill 1111_!I11%11-1111 1_ ,It__ _! I _ 1 11 ' 11_.I _ I _ __ II 1___ _ _ 1 '111 GA FILE NO. ASW 0810I PROPRIETARY' 2 HOUR 85 to B9 STG L. FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels Inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. + �` !` ; I (NLt3) I A 314" minimum air space must be maintained between steel components and I - - - - - - - adjacent framing (as Indicated by dashed lines in sketch). As an alternate to _- an air space, the steel components are covered with 6" wide battens of 112" type K gypsum wallboard or full sheets of 112" type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3-1/2' glass fiber in stud space on both sides. Heot limitation 68 feet. - PROPRIETARY GYPSUM PANEL PRODUCT Thickness! 3-1/7 (Fire) Georgia -Pack Gypsum LLC.............................. 1" DensGlassO Shaftllner 11-314"(Sound) Approx. Weight. 9.5psf Fire Test WH1495-1290, 11-15.94; ITS Design GPIWA 120-04. WH1495.1295, 3.15.95; WHI 495.0743 a 0744, 1-28 8 W-M rTS 3160814COO-OOZ 8-30-08; UL R2717, 04NK03115, 8-18.04, UL Design U373 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition PROFILE OF ROOF TRUSS BEYOND 77 = - = — - ROOF SHEATHING TYP. —_ 2x6 — - _ _ SUB -FASCIA EXTEND THE (2) LAYERS — - . . OF 1" THICK USG GYP. — — — WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA •i FIRE CAULK EDGES - AT EACH SIDE--/---` " DBL. 1x PT NAILER 1/2" GYP. WB. 1 Hour Separation Wall PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge VentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off Ridge Amt. Req.) I 1 Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of ( See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators I Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 0.0 276.0 (Zone 1) Main Floor 0.0 2.0 (Zone 2) 886 851 122 425 30 213 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1012 972 139 486 35 243 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 4) 1008 968 138 484 35 242 276.0 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 2 Hour Fire Resistant Soffit SCALE:3/4"=V-0" *REFER STRUCTURAL DETAILS FOR "max Ught Duty Insulation, Thermax Heavy Duty Insulation. TO ion, The —ax ci Exterior Insulation, Thermax xARMOR ci SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. er Panel. Thermax Heavy Duty Plus (HDP) and TUFF-R- ci NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT thick composite foamed insulation NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON SOFFIT polyisocyanurate plastic NON -VENTED SOFFIT -VENTED NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT cl", "Thermaease�7" 1 1 1 1 1 1 1 SEE DETAIL 55lD 1 FOR SEE DETAIL 55/D 1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D 1 FOR SEE DETAIL 55/D 1 FOR SEE DETAIL 55/D•1 FOR NON VENTED SOFFIT a) rrespect�eM. gone emplayhp tie UL or cUL Certiltutlan 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-O" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE 1 zz 2 2 2 2 2 M 2 1 N = 4:12 77 N = '— c� N = � c.> N = c� CN = U cV =cV '— C>77 = c N = 77 c � 4:12 v PITCH a °- n- n-r/zzl n- °- go PITCI� 4 FAAA FA moop 00 IPA PA /Od'd F190,40A pul 03 0, �1111 V1088, Pao" FIRE RESISTANT NT FIRE RESISTANT - - --- E RESISTANT FIRE RESISTANT IRE RESI] NT a M. j. DOV13TODSWil DO NOT BREACH DO NOT BREACH DO NO I BREACH DO NOT BREACH DO NOT B CH 4:12 PITCH I I 4:12 PITCH 4:12 IT CH IN � FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT I PITCH = 4:12 2 PITCV SEE DETAIL 111D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT 1 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 PITS PITCH 1 SEE DETAIL 55/D-1 FOR FIRE RESISTANT INFORMATION ON FIRE 2 PLYWOOD LOCATION. DO NOT BREACH BLOCKING @EAVE NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT r t- 4:12 I PITS CH 1 L_---- 2 SEE DETAIL 55/D-1 FOR FIRE RESISTANT INFORMATION ON FIRE BLOCKING @EAVE PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 — PITCH SEE DETAIL 551D-1 FOR 2 INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 � PITCH 4:12 1 PITS CH — 2 ( SEE DETAIL 55/D-1 FOR FIRE RESISTANT INFORMATION ON FIRE BLOCKING @ EAVE PLYWOOD LOCATION. 2 DO NOT BREACH NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT — 4:12 1 PITCH I I 4:12 PITCH N � SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT 4:12 PITCH' u_ O I 0— I I I I 4:12 ---- PTCH I I I 4:12 2 T PITCH 01 SEE DETAIL 551D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT ROOF PLAN_ Q?.C� N 1 '- Z C� 0 3 c Qo r 1, Lij F V. —` la 5 C4i U �C6 y ROfiESStO 01`� elf ldlP}tt to1�,,.� 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. .... a8 N V m C - M V k LL Q C LL —! W D J < L LLul Z _ 113 � <L �.rL M•16NCD O -;, 0 02" ED J LL ZdoN Z Q N Z OU a - W Ell] (D M Z CO z i z- 13 Q V) z v VJ o LL 4--J (a w m O w s to c'n (a r— N o CAD W M o � Z a r C zo zN ¢n CL C)Z E V �0 o a QQ o �0 cn VDU DQ Z— E CV W i ao o a �w a Y °m m 0 z zR�a en N J? WU' m E N N > pp �ij W " o U W �LL z = CO v o¢ zIa O— o 3 C Fee, V C1.4 C^ VJ T � �_ co T _ CD CD M n(0 s+ Y o C m O 80 E m o '— M N C)CD C 0 N E z p �; E CO Z to a o U Q t7 JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 10 C- UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYMETRICAL A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER 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 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 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 wl (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w ( (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN. "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 (6) 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) 20 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 1 O INTERSECTIONS. SPLICING / 2 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 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 WRIER R 2 PLY CARRIER xCONTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED CLADD NG W ROOF SSURES ROOF FOR MEAN COMPONENTS 5 ftND RSH PER WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE a=oft HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/s" EXP. 1 (24/s) or 1 Y32" EXP. 1 (3�s) TILE: tY32" EXP. 1 (3�6) 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 f Y32 SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] -a N >" N N x I_ LZ p I -- J1 —^ a cc° y C = 4, 70 ¢ f� ,—W v � 6 • �N FA 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. rn Q $ CID (0 �oM� �I Lo t` J tii M O ae i Q C W W S MLu - a m c � `r C',CV O W M ro�OtijOi wwww NzaIJ— LLZ�co ,^ N r OU 0 Z W ❑ ❑ Z ryN� t"oQ) z pp Z fp` Q V J d � N co z v Q W /-}J N ,V w io V Q w $ In c Ln L.IJ J Q e CID w M M ¢ o Z s U_ E CI az Elio oa zaZ ca F— o E 5R az � � �z wz CV 0 Q L I c j c -_ O 0 m E o� Z zQ ] J m Q W 012, O V a W U � a� oLL �k r� J o wa �0 C) o T m N crfl O� co � _ r co CD O v C m O 00 � � O T N MCD c CD N Q (0 C0 Lid CO t— m Z ? CD i/i 10 Z a E 0 � Q o JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 11 ROOF FRAMING PLAN SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT SPECIAL CONNECTIONS S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET wl 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl LUGT2 3100-M 4520-F 3100-M 3800-F w/ () 16D SINK IRS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 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 (**). (B 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 �2CAR (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Ifl(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR CD 70 R OWN > MSOD 00 0:5 zz C� �2 0 1 00 � 0. L) co Cz 4-1 Tru LU 2 cc r6 < 53 CD CD E Ccc ) SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED CLADD CLADDING WIND ROOF PR PRESSURES ANDROOF SUUCTIIONDESIGN S FOR MALLOWABLE EAN ROOFOHEIGHT COMPONENTS AND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 t 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6" EXP. 1 (2%6) or t 32" EXP. 1 (3�s) TILE: 1Y32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 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 (**). (B 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 �2CAR (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Ifl(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR CD 70 R OWN > MSOD 00 0:5 zz C� �2 0 1 00 � 0. L) co Cz 4-1 Tru LU 2 cc r6 < 53 CD CD E Ccc ) SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED CLADD CLADDING WIND ROOF PR PRESSURES ANDROOF SUUCTIIONDESIGN S FOR MALLOWABLE EAN ROOFOHEIGHT COMPONENTS AND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 t 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6" EXP. 1 (2%6) or t 32" EXP. 1 (3�s) TILE: 1Y32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] N Jx Ci3 O ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PqF WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. 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 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT �-� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN Awl EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �B PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH �67 ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I LAV i\ 3" VTR AIL I I I I I I OPT I LAV LAV L W/C SHOWER `3 PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS — 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 RMAN 200 AMP 3R Cable #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart typical 150-200 Amp Electrical Riser Diagram OTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. O OUTDOOR LIVING IN INSTALL LIGHT �`�.01� ROUGH -IN '0- FOR OPT. < / FAN/LIGHT! GFI AT, I I DINING \� I I KITCHEN JF �O --- - -- --- GFI � --- SWITCH FOR DISPOSAL IN CAB UNDER SINK 194 GREAT ROOM /,>ROUGH -IN\ FOR OPT. FAN/LIGHT y� � I I I FOYER I I I DB ENtRY I WP0 - LIGHT As �O GFI® PER SPECS DB & GFI TO BE ALIGNED ----------- VERTICALLY I I I I I r-GF-L _ .j C.M 1 UPSTAIRS t !-: f�(R a I DISCONNECT 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. — — — — — —� I DEDICATED RECEPTACLE FOR MICROWAVE OWNER'S RANGE HOOD PER SPECS BEDROOM ^� /,,^TROUGH -IN FOR OPT. FAN/LIGHT � I � S.D. GFI ------ ---------- 0. BATH I W I \ /P I I WIC I \ J_— JVV — GFI I r \ OWNSTAI - -- -1NI P. -_ d GFI Lt—' `� BATH 2 @ 44" W.H. \ A.F.F. ' \ O I \ 1 GFI WIC -- IGARAGE I I I GARAGE LIGHT AS \PER SPECS GARAGE DOOR GFI r- — — — — — — — — — — — — — — — -- I I I I Ip z I IQ d I I0 Q I ILL — U U.1 J II nl I i COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: ),4'=1'-0" L \ HLJ' \� LOFT C.M \ i� (U)S.D / � I /�>ROUGH-IN FOR OPT. FAN/LIGHT \BEDROOM 2 2ND ELECTRICAL - UNIT -A 1532 SCALE: Ya"=1'-0" c.a O M N v �cr c7 • Q Q i, LU N 0 N 0 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 HQ � 0 V N rn oo �_ C r N N a M Q M oa � LL t y LL W Z J U_ o — o� a Y 2 �0c 0�CP Cr W Z ILW M Z Q ..a N O U �d co Z W U ❑ ❑ z z o 3 Q� J a_ Y) n In4-1 Z U Q) s LL W U 0 w $ IIA c Y N = U) U w f- J E t 8 �n.. ,I U ) • C N N 0CD S III1 o w My Z Ce E �o �' > MN Q a o �� �"i Z® oa F- z0 1M a` 0 Z O E N � i z woo < a-Z M w d CY ^ � z U m O m� o Ott Z Z. Z Q 2. a o� LL0 ZZ ag W U � ire �� aLL N1 zr J � w =0 'O o �p V w� z. ¢ a = O� 3 0 •� T CD T N f C7 c� V! T � c.6 M ,-- _ i0 O CV M n �+ Y s C mO 0o E O Q co LO 00 r .L O o Z @ Z 7 E O V) tl U � Q 0 � JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 13 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL _WSJ DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I LAV �\ J I _1L TUB/ W/C SHOWER 3" VTR AIL I I I I I I OPT. LAV LAV I �1J—_ I I _U u wrc SHOWER STUDOR DBL SINK R. VENTq LTJ W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -B- (1516) SQ. FT. AT 3 WATTS / SO, F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33575 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE O DISCONNECT ------------------------- OUTDOOR LIVING C.O. y/> INSTALL LIGHT ROUGH -IN FOR OPT. GFI i AN/LIGHT GFI W/ DEDICATED I \ RECEPTACLE FOR G F� MICROWAVERANGE I SPECS HOOD PER // DINING I ( KITCHEN I I 1 I � GFI SWITCH FOR DISPOSAL IN CAB C.M. UNDER SINK / II / I I / / GREAT ROOM / ROUGH-IN<-�� /^ > CH FOR OPT. ' FAN/LIGHT<' �> I I 1 UPSTAIRS 1 I \ I FOYER �' FI GFI / W.H. / / @ 44" O / A.F.F. - S.D.s I \ � 1 \ , B GARAG E 1 ` ENTR I \ / Wp �I + 0 I GFI J LIGHT A / 1 PER SPEC ROUGH I ' -INS,,\ DB &GFI TO GARAGE I BE ALIGNED FOR GHT���fi�� / LIGHT AS I VERTICALLY PER SPECS/ BEDROOM 2/ GARAGE I / DOOR GFI I I I \ \ I Z Iw I IQ O Z \ I Q la Optional Overhead Service 200A Same As Underground Indoor Panel 1 0 IU w 150 Or 200 Amp Service Center I > la H I w Z NEMA 1 LL.IF- I I W 2tJ0 AMP � i > l W L U 0 / TER MA N Serial Cable > m / - 1 A P / — — — — NEMA NEM COACH LIGHTS / 3R OR PREWIRE AS Power Co. Feed —�Ij I -it #4 Solid COPPER Ground PER SPECS II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. 1ST ELECTRICAL — UNIT—B 1516 SCALE: Y4'=V-0" 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. 2ND ELECTRICAL - UNIT-B 1516 SCALE: Y"=1'-0" o O M �J cre J . a� C2 (, i ) '• J Lo C , jJ J) LL G LU N O N N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E a o "' $ N p C Co N # LL Q C J LL w cc ,^ JLLLL d V _ w Z m = Y_y2_ f0 N WU) °L m w Z 00 N Z LL J N 0U < L) Z W ❑ ❑ Z N M o z m Q ¢ J (Z z-0 �N LU � V O) ,, s 1-n c U H— J E g Q N 0 S eo o w M M i ¢ p Z Z ¢ -J LL CL a ti ¢ W� W z9 ¢ N Z® oa nj xo 00U 0<O E O o a¢`Ui �ma aZN ZZa c U N zZ Z J m G Q W Z N oe go a W U Z ~ IIIIIIIIIII� oao C A a S 0O3 o T .y ci CM I— c� co M _ ,T— _ CID CD o n ILf� a d' C m 0 00 E O L.t') F=— CD GI N � Q (� to L0 0o d, .— E m o Z Z E O N E � `m c a U Q ❑ c -� JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 14 I FI'IIJ ��� "1 PIM 1111111RIL it 1 L 1I — I — - I - - I I L__ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PqF WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j,4, FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O+ EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) f-a PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JD_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR JIL Jiff I I I I I I I I I OPT. I LAV LAV HANSON 1 1 I BOX I I I 3 --- I I W/C LAV O R W/C SHOWER SH E W 3' L PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 2W AMP 1 �0-200 Aly(P I IT /-Serial Cable 3R Power Co. Feed #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 250.94 518" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i GFI .47, 1 I I DINING KITCHEN 1 -- --- GFI � --- SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM ^� /,^TROUGH -IN\ FOR OPT. FAN/LIGHT' I 1 / FOYER4-41 � 111 now, I..■.■Man .■. ` ANN L.. /.. .... 0 offil .: I... C: on, ... M MEN TAS O = - I... L.. :: L.. L.. L.. .EN L.. Iw L.. L.211111a LL.\. . C., ism .. :: L.. !loss mms ... w ... long ' ME$ u.. ../ Im • I I I 1 rGEl_j �41' ``\\ W.H. F. 1 ` O iGARAGE GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI ----------------, I J I I I Q I I - d I UI � I I ' _ I u.l DISCONNECT 1ST ELECTRICAL — UNIT—C 1624 SCALE: Y4"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. — — — — 2ND ELECTRICAL -UNIT-C 1624 SCALE: Y4"=1'-0" .a +') r 0 N X 0 \ �_ (7 j U > r� 03 O `0 LU N No N CV 0 co 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. aO Cf.) 8 0 0p OI �� O N N Co �* ENO ik LL Q !22zss JLLl_ 5 LL W i a UJ a U3 _Z 'm _ •M N O W 05 T ;' m Z LLM Co L Z Q of N O U Q co W 0W ❑— V M � z N (h O z � � � Q � N M z _r '�• 16 w M pa V 0 w g (+ ! t—y N /'r — ... M U LL, 9 � r Uo' N 8 • —Q L!- N to o M M i 9Z Z Z LL. oE o 0 Da OV ro �a 0 OU oz Z O N g z o 0 a z aw L - QZ V .0 ym mO ZZ Z QQ) J < a <w �z N Z go a 3 a �� W< o ozMj �Z � OO QQ ,I. >2 CAD sr ww za a �3 121) T a; rn N CD c.C> T c_ T M T � CD O CN ncc r+ Y r o Co O v OO / E 0 .-- V M N tt� CD N a� cCD N C-0 Q co (0 U') N E w c O Z M Z 3 E O Nf N c a c c0 1 ¢ o JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 15 I uL' 11_11 IF L I--- I I -. 1 I I -- -L_ _ t. METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) P S METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) kL _L ELECTRICAL SERVICE PLAN SCALE: 3116"=1'-0" N J � ® Ln a �- Lr, a - N N O fV O Co O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tlJ W F Q E O M 8 0 N _ c: C CO N Ono M v ik LL U- — O w w �' Z C « 7 W £ (p 04 Q_j °' O m W Z LL 00 N w J a a . . < O N U d O 0 Z W U rn ❑❑ 0 Z r, Q J � N N Ln z U o +-1 N CC5 w 0�,,s �V) m U - E r 8 ! _ = di -® U Q o Mz w M z o J L.L c LI me z o g0 �LL g > N <c�v Z® O (a U z 0 M � oa Up U U Z O C N � a¢ o ao o dz N � " ¢o irw m� 0 __ C �0" 0 " 0 z w zU)c v J �m e a Rw z N N Q F o Z gz a wF W O jz1 wa 0 � ao CZ)a cD ,-I- o� F o- C T ci rn 0 N V , T E cfl M r _ c O � r o C m � O 00 E CD M NO Ln 0 N O c N 00 'r7 (a w Q N o Z Z E 0 E rn m c a U Q p JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. 16 I I I I I I I I' 111 71 I'1' !1 ' l 14111 I I I 1 ' I ' 11' ' 1 g 111111114 117.1 111 1 1 1 L—_ O O O 0 0 8F8-1B/1T 8F8-0B/1T :o. 0 o j 10 o 0 0 C 0 8RF14-1 B/1 T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T © O O O 0. 0 O 8RF6-0B/ 1 T a 0, M O O O O 8F20-1B/1T 8F20-06/1T 8F20-1B-2T O © 0 8F24-1B/11T 8F24-0B/1T F 01 «C� u��C3C� rim TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lll 8F16— B/1T Q o ,n Z tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT ffc precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D MIN. (1) REQ'D 1-1/2" CLEAR a a-1/2" o e a M.U. w °� n FW- -60 C.M.U. co x PM a 4_ GROUT a m F � Lu009 ' 5REBARAT In 0rn-,F =¢ 0 r O BOTTOM OF LINTEL CAVITY 0 W "' z 5 REBAR AT BOTTOM o BOTTOM REINFORCING a a = r O 0 MIN. (1) REQ'D PROVIDED IN LINTEL , (VARIES) rn LL ~ ¢ 7-5/8"ACTUAL -16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed L 1180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / • O Safe vertical load + Safe horizontal load \— SYMETRICAL I n n n n n rD rD (D) ' 2ND FLOOR LINTEL PLAN_ LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION (E) n n (E O E I I O O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMETRICAL O o ., X �v OC3 •t3 �-_. V , d V) r Q x N o y = >>r^-.. W t .,..")go vtv.' rFs�,��afd OF 0f ,. 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 W E 8 Ia V CD m N n (0 _Q 00 ti Y' M V it LL Q C J u W ju LL LL a 13 a Z 0 Y 0 � O: 0 j'tOo� N U) T m uj UW Z L Mz¢J Z N OU rn W ❑ ❑ 0 Z $ Q r` Nn t� z u- a-1 cn (13 a U � co O w $ N � y Oft w E I L U C) o O MZ W Cl) o LL a E �_ o� Z Z® oa E Uo I - X U Do Z D ccli i a� w z g ¢ W� w Z d n} N r ❑ U .2 m O OK Z ~ Z J m � m Q W N a oa LL� Z Z go aw W = o �w �5 ;o a V' zl°d OU 3 0 .� r d' a; NC� CC> V/ T 1 � c6 M .-- _ coO CVa. C.fl IT > 0 CD 00 T m O co N LO CN 1 CN O T7 0.6 ui o cc O Vi Z O N E t6 C a U J Q 0 J JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. L 1 1 1 1111 1 11 I�ill 11 i I I I I! I I I -- I ] I all 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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. EDGE GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED GE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.3. 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 LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4, 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wi hin 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 rainf II occurs before vapor retarder placement, retreatment is requireT 9. FBC-R R318.1.5 C ncrete overpour and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". 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. eo 2 M jx q :' - rl N -� G 00 ' t�3 C3 - CU a . s r LLJ i • L- f ��. Ila V. mot. A l/q'i 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 E N 8 0 LoQCD 0 « 2 N 0 � N V) Cn n ^ R04 J tii Qj lh 0 LL Q C = W � LL LL a Z `° � a 13 c Co o f� -Z - N o _� Z NCl) Z Q ILWU) Co 0 < 0 0 N O U Z to W ❑ ❑ z CD Q J d � _ r, U V) z a a) 5 �4_j LL N f6 w C� U O w s �N C) d W J - E L 8 Q N 0 O w Mn M o Z G a 0 � 0 oa I- r6 R0 0 � �0 Oo Z O ro N � a a°z ww s � w i 13 ao z ms O zz Z J <m '< w EZ d 3 ga ao W A 0 � p NF r O z. wa O z'aF 0I 3 c N ai rn N 0 C6 M _ _ co CD ,--- O M Se C6 LC'> o � c in E CD CD00 T N M Ll ) �-- ,� O CDM Q CO (0 U') 00 �, r- E z M Z :3O to E O Tv cc a E v °i U Q O JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF �J HOME H C G GARAGE SIDE O O 0 5'-0" Q - r, STUB -OUT FOR 0 1'-011 o a GAS METER 0 0 N = • 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. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side v at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash minimum) 10dnails SECTION INT. BRG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. ED Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch 2114 or drill flanges FILL CELL STD. 90' HOOK BOND BEAM kA w CONT. #5 STD. BAOR � HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI �—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH / Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4' max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate ®, 9-1/2" 2-8d 2-8d BCI 5000s 11-7/8' - 2-8d 3 8d 9-1/2" 2-8d 5 $d a 14 Clinch nails � f _ I 2-8d �2-8d when BCI 6000s0,1-1-7/8"' 2-8d 3-8d possible - BCI 6500s@. -14" 2-8d 5-8d 16 2-8d - BCI 60s® k 1114" _2-8d- 5.8d Tight fit 9 i 16 2.8d �� _6 8d 11-7l8" 3-1.6d 316d 2x4/Plywood/OSB web stiffener — 2"min. BCI 90s® 14' 55-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. J - - Hangers with sides not containing 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 lz_— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — rj_�� A %" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/(22) NAILS T 5/81 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / _t;;�Plumbing META12 TSS INSTALLATION '-- Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ,,Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. r kJ /4%2"gap - - Backer Block - �I "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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 stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - requirements X 0.6 X Joist ?� depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ SEE PLAN FOR •. a .. ; . FOUNDATION INFO ' d' STEM FOUNDATION �r_onnC REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF 0, SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2° ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Hint— I /r—r%_rI A 1 TI 1P11 1 r-\ 1r% TOP (2) #5's x 4' 0" CENTERED @PIPE PENETRATION —\ PVC OR SCH40 SLEEVE / r PLUMBING LINE in \a • a^ • 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 d a il.,lii=lii=li Q 1=1i1=fir 4=1�1��,��1- I— —_ SEE FND. PLN. SIZE & REINF. O O ,tom __ r- LID c� , c f� ri !t. tit!.ii:ier r Ci _ < 6Y • v 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. W v E a o N8 V N _ 0 O 7 N N M rn�ti� M 6 M v$>z u Q U. a u_ u_ 7y W a � Z c °� n �2 0 0) m Z LLco 0 W ( Z J N Z OU W ❑ ❑ cD '9 z N o z z Q) a N co N z cC1 Q) U o 4-+ U OLL, g N c Y U c w S ! =� t ¢ e c (1)t � ° Q 40- 10 M z 2 o S a zo MO >� 14E a 0 �® oa H U x� UO oU Z o E a� Wz oQ wz N L o <= mo (ny U x O K a)N VJ J S a m° Q W f Z NaoUz M_ � N W W U a0 � = a o Li>° co a M :� ai rn N 0 cr-> O .— 1 c6 co _ c CD T— O ° , 0 o E Mo o CN LO O _IF— c I N C.0 Q (p CEO Lit') CO ui T m Q o Z Z iri E m o a U _J Q p JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. SN 1 I I I I I I I I �V I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR 9/8" GYP. BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1!2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT 10'-0" R302.11) @16" O.C. W/ (2) ( 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT 2"°x3/16" PLATE WASHER @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN. GARAGE SIDE IF @ INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. z d 3/8' MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE @ 24" O.C.)INSULATION ANCHOR PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. „ " 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 0/C & SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD SIMILAR AT FOUNDATION ONLY' , ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @EACH @ 6" MAX FROM END OF 2 x PLATE ,c E = „° „ „ „ IMPSON SP1 w/ (10) 10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH M M � �� ELEV. 0-0 OIL �� �� �� (ALT: 1/2 x12 TITEN HD @ 24 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. /8"x � O.C.OR C 10 WEDGE ANCHOR 2 x 6 W1.4 x W1.4 IN LUDE THE WALL INCLUDE � i!, � 6 x 6 W1.4 x W1.4 o ° a _ SHINGLE ROOF, SHINGLES TO 0 ) WWF OR FIBERMESH CH ATTACHMENTS �� 2 �� WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D _ - — ' — I — 4 D �(-- T ELEV. -0-31/2 ? o 31/2"MIN. 31/2" MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN T( _ — ; _ '� — ° — 2x4 CONT. A.F.F. O w ° 1 a 12 ACCORDANCE w/ TABLE - I I— — —IPIF N �31/2"(min.)- 4" o " T�j r 1/2"(min.)-(TYp,) — — — r \ R905.2.6.1, FLORIDA BUILDING =�� I I O0 ,� ° • -1 VARIES CODE 7TH EDITION (2020) - I _ GARAGE DEPTH VARIES 31/2"(min. - 4" _ _— I /2"(m n) - 4" RESIDENTIAL 8 -' —ONI II I ROOF SHEATHING -SEE I _ — — =� (2) #5 CONT. (2) #5 CONT. rr�;� 8" INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 4„1,_48, 4„ FRAMING SHEET FOR U.N.O. MIN. U.N.O. • SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL a@ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE Nj\N�oos BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C.SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUDS @ 16" O/C s „ CEILING & 8 O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�NI�O �o �� 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY coN 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT I � 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ VALE N INTERVALS INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'-0" (R302.11 ) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C., G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. I BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3l16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR I I (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7"EMBEDMENT (MIN. SHEAR I *SIMPSON SP1 I I (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL w/ (10) 10d NAILS iv SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR Q ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FINISH TYP. � I 2x P.T. PLATE � PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. ; ; I ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 t> e r GRADE r P. n ;, �— — — _ ' z GRADE #3 & #4 LAP SPLICE 40 MIN. F- 40ksi a v- a _ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL � •' o — — _ _ � — FINISH GRADE [GRADE 25"MIN. LAP [30"MIN. LAP] 60 MIN. Fv- 60ksi] a W _ —� L L p 4 I ;III IIHI I D II I II � I I� III; (SEE FOUNDATION PLAN FOOTING MONO SHOWN FOR CLARITY - °O — 6 MIL VAPOR BARRIER — I' P _ - ° _= 00 LU 1 I FOR LOCATIONS) -_=, z I �_( �(_�( �, z #5 REINFORCING BAR R 7/8 t II I 11=1 I I I I I- 1x4 P.T. BASE NAILER 4"x4" INSPECTION 2 • — — '' 1 I 1 � #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL O T COMP. SOIL. COMPACTED TO ° ° ( ��T� 111 36" MIN. LAP [36" MIN. LAP] ON T' CHAIRS 8 1141, " 8 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM �T TIT T�T TIT= T��1111� TF 10" (TYP.) MIN PSI MAY VARY PER ch AT GARAGE CONTRACTOR - - - - D1557 --rrr rR ) 4" 1'-4" rrr #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG w1.4XW1.4 WWF OR _FIBERMESH' - DECO FINISH 4" to 6" BELOW GRADE _ ._ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'-1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 ° - Z 00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARI 6 x 6 W1.4 x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM (D SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR — ? ,' min. 4" 10d NAILS TO TRUSS TOP CHORD O FOR TRUSS BARRIER —I /r 1 p D n1 a - a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO a . COMP. SOIL. ° d O0 = — — _ — _ —_ — — — rr�rrR TOP OF BEAM & LAYOUT DESIGN — — — ( COMPACTED TO 95% — _— _ _ _ _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN A CV it c — — ". a MODIFIED PROCTOR I _ _ — — S E NCLOSURE (2) HTS20 STRUCTURAL 00 ASTM D1557)I�T7-�' I BEEAM SIZE N a 3" MIN. CLR. (2) #5 REBAR CONT. - 4' - t I. j. � CONNECTION INFO _ _ M � • - ON 3" CHAIRS TYP. 1-4 (1 STORY) STD. 90 HOOK (SEE MIN. — — U.N.O. 4" V-8" (2 STORY) DETAIL ) 2x4 P.T. W PLATE 2x4 #2 SYP P.T. FRAMING w/ T I 716" MIN 7/16" O.S.B. SHEATHING 8 INF/INFO. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L o.s.5. Z ATTACHED PER NAILING FOR RESEE SCALE: 3/4"=V-0" S3 SCALE: S3 w Q SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 2" HOLD GYP. BD. � w COLUMN SIZE AND BASE rM 1/2" FROM SLAB � CONNECTION INFO. SLAB STEP &RECESS S.G.D. 0.0.1 J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND Q •.. DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND : �. •.: ' ': INTERIOR 2X STUDS @ 24" O.C. U.N.O. • SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE I PAVERS / DRIVEWAY EXPANSION JOINT ^ a: j .a 31/2" COLUMN TO PORCH SILL TAPCONS AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _ .. •` GARAGE ATTACHMENTS & 18/D1 AT 8' O.C. pAD�00TINGWALL I I PAVERS z r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"0.C. c _ TO FOUNDATION PAD 9, d • `' •- • . ,:.: �: `. • ' STAGGERED, FROM BOTTOM CONCRETE INSULATION PER CHART ON FLOOR PLAN Z O SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN I I MAT REINFORCING. T ' CONT. FOOTING STEEL I I I _ I I 111=1 11= __ I -. .% '' t. _ I— I PLATE TO ^ w F- Cl) 00 z GRADE • .` .. — - _� — •` •.. .: _ (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT E Q > w/ MIN. (2) #5 VERTICALS > _j . . 4" = I ♦ ' I I °� — _� — • '• : 4"I oo '' TENSION 120#) CONCRETE SLAB _ 6 6 W1.4 W1.4 w FILLED SOLID (SEE PLAN FOR _ .. �� _ m x x N SIZE AND REINFORCEMENT) c� J • •.:. I .I —I 'y +•� _ : — - "�+ _ - °° �_ '- WWF OR FIBERMESH M z w o owcwnw v _ — I I I a BRICK PAVERS or B PER O o • • • • __ • • SEE A/S3 OR J/S6 III III , , I , I tI I ♦ . : SEE A/S3 OR J/S6 - 7r1 �� �' I I I _ M 6 MIL POR -= -_ I I I I II1=1I I I 0'-0" FIN. FLR. - — - - - — COMMUNITY SPECS - - w U M - w FOOTING FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCEI BARRIER I I I I III --III 111 I- - BEYOND 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) t �I I I�--III I :: ' ti _•r.:' • ' '..; PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8' 2 STOR ( ) 1-8' 2 ST RY ( ) 4 4 `.• + • •'• A6 : • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH , .! . • ••. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING KG12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0) r O 0 CIO _ -- X N .i ® C" C C: T co =3- Q Q- lU _ = = LLI GJ'i � ��� .f• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW o E G a � N u7 N # U5 y Y/ a ej CM 0 4, LL. m LL ti LL W z Lu IS o S fad 0 04 (O WC/5 m w z IL W) CN M Z Q IJ- — a 04 — OU L Z W ❑❑ U 0 z z n a d � N N z 10 4 � Lu � U OL. g � c U 6 w J E xl _ Z U ' c m N 0 • = 0 m O ° z M O z � z >2 a E O oa W CU pz 0° 0 oz Z O E O f0 ap as az �w d Y o� z Z C Q) �n v y F Z �zo <^ ga Z Q w az �w W U � az__ CDMj O oK 0— za U3 0 1--• a� rn N <6 M _ c O M 0— Y _ C m O 00 O N � E— +:3,+ O N rn Cfl Q CU to LID 00 T E m o z E O E y ID a U J :3 Q 0 J JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. S3 (MONO) �/ (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK _ EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" 7 5/8° 8" SOLID AREAS ARE ❑ STEEL AND GROUT FU L 8 8 16 BL CK 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXLEIOR WALL ❑ L x x 0 SIMPSON SP2 w/ (12) 10d FACE OF BLOCK WAL21/4" ❑ NAILS AT EACH STUD / '`� LY` TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS TO DRAIN CL DOOR OPENING DOOR OPENING DOOR OPENING Ct 1/2" EXTERIOR GRADE SHEATHING REQUIRED @ EACH END FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) IWj TO BLOCKING WALL ❑ 0/C FIELD ? na (2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ 2x TOP PLATE PER PLAN SCALE: N.T.S. Sq, ❑ ❑ 2X4 PT STUDS @ 16 O.C. (2) 2X4 PT STUDS UNDER HIP V2-16d NAILS @ 24 O.C. OR EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ (8)10dx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 X 6 MIN. FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD ROOF TRUSS (MIN.) MAIN SPAN STAGGERED FROM BOT. TYPI ALSECTION THRU WINDOW MASONRYLAYOUTK"�D� 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAILrT� C B MOISTURE BARRIER UPLIFTCONNECTOR SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. SL� SLI SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (gyp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR SCHEDULE KNOCK -OUT — (SEE ) BLOCK WI (1) #5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. 442 FOR CONCRETE PLACEMENT TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +� + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/(10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK 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 d n d g d d � o d 0 STD.90°HOOK BEAM WI (1) #5 CONT. IN OPENINGS /LINTEL GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O 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. TYP. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. L—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL G SCALE: N.T.S. S 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-318"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE 1N FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S,4 SCALE: N.T.S. S4 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) DOOR STOP PSPN516Z w/ (12)16d NAILS 71„E -- --- MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° • HTT4 w/ (18)10d NAILS (3610# SPF) HTT5 NAILS 58" 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF a o° • w/ (26)10d (4670#SPF) w/ 1/4" ---- - DOOR 4&,, SPLICE STAGGERED ' M7N °,°, ° ° HD U2-SDS2TT2Z )5 w/ (6)1/4" x 2D1/2" SDS (3075# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) " J-BOLT i (��N — • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) 41 -- --- TRACK ' • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) 34" BRACKET (, . 10d @ 8" O/C OAS • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) _ T�NC�c • • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" p EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. 10" DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT 6 3/4" ____ _ W/MOUNTING ANGLE W/ 4))16d TOENAILS TO OP PLATE 10• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. - 31/2" — — - MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD MIN. 8" EMBEDMENT w/ WASHER &NUT TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END I 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 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 n— ROOF TRUSS ABOVE IN 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT @ 24" O.C. MAX. INTO 10d NAILS @ 6" 1 TOE NAILS MIN. (2) PER TRANSOM STAGGERED E EA. BLOCKING L BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P.T. PLATE SEE SECTION AA/S1 AND BB/S1 FOR cc 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT Sp1 K.O. BLOCK W/(1) I/ a SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSONH -BOLTS @ 24" O.C. #5 CONT. & r- w T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED o Sic A/�QOIy LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.G. � @ 12" 0/C EACH FACE OR FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM P TE MASONRY WALL C FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS 4" MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: STAGGERED 10d NAILS 8" @ ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING ° ° 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS BEYOND. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES � CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" 0/C FIELD S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL GARAGE FLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS . SIMPSON SP4 w/ (6) 10d x 1 12" ..::. GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD 00 SIMPSON HTT4 TYP. Opp 0,9 U.N.O. SEE N/S4 SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING RECESS SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL = HOLD DOWN LINTEL SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. �" CONNECTIONS MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. • a NOT REQUIRED @ PLATE) d a a 8 P.T. BOT. PLATE BEARING WALLS NOTED ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 6 E WITHOUT UPLIFT 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 27,8 P.T. BOTTOM MIN. 6" INTO BOND BEAM rp_�� FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q D 1 PLATE @ 24" O.C. FRAM NG DETAILS B T R SCALE: N.T.S. SCALE: N.T.S. I A OVE EN RY SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 m O CD -1 i _ :3 �+ cf, C� v L ~°' f i_ 0f �fF/f{�31`t1121�k�' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E t� y �c _ m � 2S2S � LL N M V L� W S ,n J u 55 a l6 C d _ v 13 Wi��O'a' m w Z co 0 U) N Z Q— LL Z N OU U W ❑❑ 0 CCR z pNp (h z (p N z o� J d � N z M LL 1 , C' U 0 w $ �N � wU 8 2 I � as ¢ 4I, C:,w M ¢ z M rJ zo 2F 20 < YL a OE E U o, 10, oa Ic6 � x� 0� Z �( C:)� i �_�_ O a w� Cr ¢ Z o g mO zLL z aCi J `� <' w Z � opw Z a° W L1 3 wLL ao viw o �� w �— 6z F Ea C:)?IF CO o¢ O — Z Q V 0 ° T ai rn O 1 � c6 M _ c T O LC'> ca O 0 M N LO O N O C CD I CV CO Cn Q co cfl U') N E w C) O Z Z �; E 4D cc M a E U _ Q co p 0 JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. S4 clR�` SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' t 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)10d & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d 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 SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS 6 O.C. W/ 1 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2) 10d EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED W/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 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 WEEP SCREED THE FIRST (4) ROWS OF TRUSSES10dx3" 4" O/C FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. �2x4'7 ON TOP OF PANEL �° INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. I I BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4' 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)10d NAILS NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ 2 WEB, USE MSTAM36 W/ (7) O.C. MAX) w/ MIN. 4" 10d 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 r f X-BRACING, AND TOP r M M SEE STRUCTURAL CHORD BLOCKING FN �0 ;0 NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES 00 ;0 2"x4" CROSS BRACE APPROX. 8" FROM '2x4 RAT RUN BRACING • RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH Mot BOTT. CHORD FOR 4 TRUSS SPANS (2)10d TOE) ATTACHED W/ 2 -16d NAILS @ EA. END xx AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w! (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3- PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 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/ NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S, S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS a SEE PLAN FOR CONNECTION EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0!C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -- - SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-oSECTION " 15� TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 91NIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj—�� SCALE: N.T.S. S5 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 vviv 1. UL-nnnvu GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING 1'Kt-tNlalNttKLU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP �-MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE WI 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C cnrnnn rok keero 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z W BRACING w/ (3)10d 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 SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —UUN I. BLAKIN(a 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. LU 0 IX a Y CORNER JACK v W z O 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r- CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. a NOTE: LTOP 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 rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c'> 00 C \L N 3 00 _ . Q u W w r , `✓ W / s. Y� - ' _ j �C-) �0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W 10- a v E 8 Li N N C 'D r y N Cq M Q yco � C u- J W -1 a a Zoa' OC re m c E-� W � O N� Z IL m uj N N Z 4 J OU 10,Z 0 W E z N 0 z z n V I V) N l7 z v v � o 4-1 a A •T•��` U O� Ul �V) W 8 c w •— = E L Ls c � O Offi— C13Q z a Z U- E CEOU o°Z® as oa (O O E 0 a� i UO �� a Z z N ti l wo o ¢ i �� g mo _ C y x c� N O Z r- z 9 a' QW zz Z SO a wLL a �w W 3 N� I a C o r ui rn N CCfl (� a � T <6 M _ T O CNM (I �+ Y C6 �_ C: m 0o E O r M N LO N M C N Q (� CO L 0 00 T N +�? j O O Z cc z E O to En co c E 0 0 0 -j v M Q 0 c JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB UD DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUIL AREAS. FLOOR SYSTEM \ER\ 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY I c CV • 6x6 W1.4xW1.4 I! I— _r f d ° WWF OR FIBERMESH — 7T 7��� • , r l l-1 11— a° FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO W LU O� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. �INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE c0 �STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING -SEE SECTION J/S6 DECKING :� ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o z T 2 PLAN _ INSTALLED PER MANUF. ' r 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS I I END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSEE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '4 I 11- I�J I I 11 �� 1 I 1 I (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15132" OSB EXPOSURE 1 x () SHEATHING x_F PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II _LuNOT FULL HEIGHT SHEET C II () o F Z 0 II it JI (, FLOOR SYST M (2)- 2x TOP PLATE w< BEYOND I TF T 7 II SB F EXPO UR EXPOSEI F_ SHEATHING W II II II x SOLID 2x O III III II II II I BLOCKING Q ALL C SHEATHING 0 EDGES (SEE III OPENING SECTION X-X III C III j�- II II EW II II x E I - _ 2x STUDS W III ill II II II BEYOND. SEE PLAN o III I I I II I II i II II I I O 11 Ll Lll L L 11 -IILI co 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING 3/4° S 1/2"112" S Vz" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTIfdl aI MxINl; SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". F ? AQ NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL p © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u_ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w p� Orr O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER r ¢ O Fw/ a �I-00W 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. c~n 0 F m U' R' @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W O LL O F- MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". K'_C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 wl (6)10d x 1 1/2" EACH SIDE op 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME .wr/wr I 1�w��� ���f-w 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZON T @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH r d Cl) 11I_I I1_I I1=1I • �° I I I_I I I —III I I �° °• a 1IIIIIIIIIIIIIIII 9 f: . 11I, III (3) # 5 REBAR ON 3" CHAIR 4 1'-8"W/3" MIN. CLEARANCE ALTERNATE FOOTING YY m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE ;III, ; I' 4 Z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-O" ADDITIONAL INFORMATION. V (D C: �_ O " t-J 1 v �, 00- O > > Lo 7- _ r 'D 3 _W U J v'v l�j `l a. ✓ f r F �. 0t4�c��,t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O a 0 co E3 N m OD V �, co'. OD 0 W tn 0 N M 0 l Q J LL u_ LL W o- Z _vrn o- Ic L -L N O O U) W m Z 0 c`� Z ¢ J N O C) °d 0= U to W ❑ ❑ (D N z � z Q N M L/1 z Cz v CD � N o a �0 ,, s Ul Ln U J E I N 0 so w m o 0 Z Q En E Z O � > N a Z® F- M xs U ¢ s° C)a O � z— o ~ Q$ <z wZ N C Mo O¢ z J .0 g to 3 < w° 8 z z So z U j o N¢ r 7 U >O C:)w� a T ui N U� � O E <6 CM _ T O Lr*> Y U ca O 60 E O - Cq C7 04 L0 4-1 C)CD O c 04 (7) QOO r C C)y o Z cc Z 7 E O03 a.0 E J Q 0 J JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. S6 (MONO) 1x4 DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER E1/2" P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 1, r 1x4 P.T. rF7(� 3/16"0 X 3" LONG URRING 3-1/4" LONG X 3/16"0 L FURRING TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAGGER TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" a x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 11 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.C. 3-1/411 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.) 1/4" MAX 2'-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 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)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT INTO K.) �1/4" MAX it 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK il, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN Q.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) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW _ THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 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 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +5" 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN S 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS `— FILLED CELL PER FOUNDATION PLAN A YR) THE -S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP) 101� TD. 90° HOOK (TYP.) J FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —j-- j ALUM FASCIA PER PLAN I 1 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOWCONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) 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 i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE L -- — STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i 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" VFRyq * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. + lE 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 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6 �, 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 , ° p' n REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p► o * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ► ° * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. ► FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p . e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 04 ° a "' REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ z \ ' g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 0 t TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. + �Gry + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL (2)1Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + p \ + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS CFF CHFFT M ANn SIMPSON HTT4 w/ (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,w - r -v r z O U) a o W Q U B @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �-- ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r--2x BAND JOIST W/ FACE NAIL 1 Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID WIGROUT 'a a, FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a OVERHAN e a: RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SCALE: N.T.S. . .° . .. • Imo- Y ° ° ! .. ' : #5 BAR p ` ° . CENTERED W/ g ►.: ° .. s K IN TOP o ► a KNOCKOUT / iv ;; ° CHAIR BLOCK MONO FOOTING � � • SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► A. ° ►. DIRT Z ° ffTANDARD C:)°•'. i HOOK N #5 BAR IN FILLED CELL, . -. • •., • -.� , -. �e STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 34'4" 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 L_J EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. -0 o L rV N f X 00 tv r, U; Q c.� ,� n Uj •. ;•.�IEttt f ��.1% i,J N'• Ups O�ESc; +1 I(t,illia�! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. W Q d E O M 8 O N C-4 CO .-. 2 M rn��-a M Q M 0 ass # u C J LL J u_ U_ i W 5 13Z rn n fan t $ :5-4 o (0 m W Z N Z Q J N co Z O U 0 W ❑❑ U M V z g z � � � Q J M � z C9 0 4--J f0 w m w 8 l/) c m w E �E I U c , d • 08— toQO w Z M z o 2 � E a E E Wo as Z® U ca o� CL O 1- a� �a Z- N � i �o dz ¢w C - ( <o Y w� m� iW Z C%i�Z a ga zo ao a ' �_ W T �o �. z w� 2, �o o o d tE �v3 �' as o �— >� 6 m N C� c_ co r_ c O 0 � 0 C m 0 60 o N LO F— O C:) rn N Q (0 co LO 00 T o M z E O C E4. JOB. NO : 22-06595-06588 SCALE : AS NOTED SHEET NO.SS ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 /g VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D --2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VI EW SCALE: " = 1'-0;- NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON "— OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED ' 2x I DRAFTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / _ 1x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST P1 SYP 2x8 SYP 0 STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER f —A ALIGN THIS STUD WITH FACE OF 2ND RISER / 2x SYP CUT TO FIT 1 ' BEARS IN WALL I _--2xl2 SYP BEARS IN WALLvi I I '-2x6 SYP 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NIAILS)d x 1 1/2" / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 161, \ 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND , NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS rO/O/ --2x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 C-- I 1 ROVIDE MOISTURE ' \ PROTECTION / LZ ALL COMPONENTS / IR TO CONC. W/ J" XCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J' X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / G. TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP [ 2x8 SYP DRYWALL STOP x MUST NOT TOUCH— 2x SYP CUT TO FIT ' I STRINGERS BEARS IN WALL zzt I 2x12 SYP BEAR I E I IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 / 2x6 SYPSIM \ A35 OR 2x4 SYP BLOCKING FOR STRAP LSCPEACHSON STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ x 1 1/2" / AND NAILED TO FLOOR WITH GLU NIAILS)d 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN \ WALL / SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL Zxl2 SYP iT BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEC I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—� AT STRINGER CONTACT POINTS I 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DRAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4/GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING -- H E SECTION VIEW SCALE: " = 1'-0" Or E F 2x4 ST( 2x4 NOTE: 2x8 \ DRYWALL STOP NOT SHOWN / \\ // STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = T-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR V PROVIDE \ / BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: " = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT L TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT LTO )ISTS) H 2X BLOCKING 2X STRINAR PSON MTS12 w/ ' 10d x 1 1/2"MAILS \3 2�t D OR 3fAD � 2X BLOCKING RISK / VARI E Mn ECTION VIEW "H" SCALE: 1" = 1'-0" c+).co o C-i r i C= cli _ 0 Lo 7, LLJ v IF ESSZ���.>> 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 E 8 Ig 0 V coo a) N 0 ��C9 9) d) N Q M U l- LL W LU a. Z m °' a 13 Y � 0 U) Z N Z Q J MW .1 Z o0 0 w 00 CD z N M 0 z z � � Q J — d N N M ) z � o C1 LL X u, w � W U 0 w Cy N �(n N o '— c W J S r-- _ E t0 8 I I .. _ d U �o as • c , 0 �0 Q N O O w Z M o a LL a E C � w� Zs _® oa VO (O o U O I_ D O axV � 5 U oQ d Z zE N i 0 4 p Cn '0 nO z o Z mo2 z Cn Q) J F0Wa QW 2Z g � LL- ZQW �w U � as o �LL Fr o w as a CD �7 z c oT7 > d' ai rn N C� cfl M _ r— O r � o 9 Or �i 00 E O M N LO O N M I N M < (.0 Q0 00 r E E w c iii O z cc� Z � O d E U J Q 3 c J JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. ST �'DIAGONAL SPACED AT15'-O"O.C.MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D — TO PREVENT PLYWOOD X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING PACK SYP w/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER USSES WEB SIDE OR BOTH IF REQ'D) 09P , (2) 12D NAILS -Y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) SIMPSON HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH 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 MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-01, O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. PROVIDE 30" LAP SPLICE @ F.C. REBAR. ROWS OF 10d NAILS @ 4" O.0 FLOOR TRUSSES —@ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2)-1/2" DIA. TITEN HD MIN. 5" ` EMBEDMENT PER 5401 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING r3 WOOD TRUSS SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ PROVIDE 25" LAP SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. z AREA <_ 1000 SQ. FT. OF \ FLOOR AREA &SEALED / PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO C\ APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O o 1 O O o 0- SPLICE O I O O O Z-0� SPLICE BEYOND 2'-0" PART. ELEV. VIEW 1 an r b.. DBL. KO. BLOCK MIN.1 b.. -- ---- MIN.1 TYP. 24" MIN. (2) 2x8 P.T. ATTACHED J (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" o.c. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0"��j WOOD TRUSS DETAIL - ADJACENT TO TRUSSES OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION, PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS VX24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MAST SEE M\ 17d T/1C AI A,LS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) a"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. GA FILE ASW 0810 SCALE: 3/4"=V-0" 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE OF RUNNER TO SHEATHING WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) IooI EXTEND BURN CLIPS AS PER 2 x P T BLOCKING BY FRAMER STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF ,TOP CH 6I FLOOR TRUSS FOR AN AREA < 1000 S.F. OOR SXSTEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.-/ (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. FIRE WALL MFG. FOR PLYWOOD EDGE NAILING ° IooI ° R30 INSUL. MIN. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY AT EACH 1/r// (2) 1/4"x3"TITEN2 SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS @EACH TRUSS TO LEDGER SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 8"x8"x16" CONC. KNOCKOUT 1/2" GYP. WB OR 3/8" PLYWOOD/ 11-1 BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT 4"x4" INSPECTION PORT AT (DRAFTSTOPPING) OBE NAILED W/8d w U c°n g EACH FILLED CELL (TYP.) 1x P.T. BASE NAILER STD. 90g HOOK (SEE DETAIL) NAIL FLOOR TRUSS TO LEDGER W/ 4 10d TOENAILS (TYP.) EA. SIDE (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER T ORD BRG. COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA &SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) U Z J U) g 4 x4 INSPECTION PORT. AT EACH FILLED CELL (TYP.) PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 5301 FOR LEDGER CONNECTIONS 1/2" GYP. BD. — —_ (2)-1 X 4^ T o n or NAILER BASE B( PER SPI CONC. S SEE FO( 6 MIL VI 0 • tf TREA(4) #5 CONT. . 90° HOOK ON 3" CHAIR 8"2'-0" DETAIL) 2-STORY PARTY WALL SECTION PWO SCALE: 3/4"=1'-0"11,_j SEE PLAN TOP OF PLATE `--TOP COURSE W/ �— LINTEL SEE PLAN rk SEE PLAN P OF WIND W WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL DP OF SLAB 0'-0" F.F. 00 VARIES WITH b SITE GRADES CN SEE PLAN T TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 O N C=, _ .. u., I OWN 1��, t,. �,.•tis. clt VE �F 40 4• L�¢ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _...--.... Q 8 N 8 r% W C N p QM I^ VZ C -r 2 LL W J lL t=' SS w t1 M13 C zs L —2 a Y W e 7 t6N� > °' Z 05 m w L N Z Q -' Z N OU 0 W ❑ ❑ Z N co z_ §93 z r N Nam V) zCzo LL a--+ U � O w S Ln r~ Y c/1 Cn U - w J E s 8 U''... U o d Q N 0 �0 sm o � 0w N� Z co o _j a o ww �U z aa �®sw V 2 g 7 .O O VZW O OX���a°ro Z ZO on3NL Q O W E m C Y y s� Y Z z CU Cn J O a� iZ pg g00 a W o� �3 o O wa .0 a= V zla 0 •2 T I— a� N crQ 0 � E c6 M r _ O nCID v o C: m C:) 00 O r C'7 N LO F— ,- N 00 6 O �; o Z Z E 0 a 1° o E U _j w Q JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. D 1 I I I I Il 11 1 11 1 1 11 I I I I. I:. I I I I I JI II I I I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF _ MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE 1 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING --I DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF J01; UNDER DECKING ED FLASHING I (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER M'O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING-� v 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST [;�SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED -- SE)iiii FLASHING FLA SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2XFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1'-4" PER PLAN Refer to the number marked as# in each detail that corresponds to the 1'-0" PER PLAN numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU _ SLOPE 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU H ° a 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT i a embedded in the adhesive layer) - for ease of installation and to ° minimize scoring cuts a ° 5. Remove all release paper per standard installation instructions and a a adhere to substrate using a square piece of flashing material (6" x 6" ° L Minimum) ° SLOPED MUD BED 6. Fold as shown by arrows- 7. Angle of corner may vary, adjust folding of the flashing accordingly to I ° fit tight to corner VINYL SHOWER PAN H 4 ° 8. Mechanically fasten as necessary a , SLOPEFA a a a SHOWER SEAT SELF-ADHER a a SELF -ADHERED FLASHING OUTSIDE CORNER Q W U) CO Z a a w w a D- =' W U w uJ N IY Q W � o A rn WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied 9 p pp horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING is m EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING a Iled shin le -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, `� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in nutters. :LF-ADHERED FLASHING ETCH �HERED FLASHING 2 14 5 1 E FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH��•� PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF 1RAINAGE PLANE WRB OND BREAK WRB F LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buttjoints need to becaulked using Stampede or sim. caulk for all -a � a O - O 11 i= > cO Imo. CV CV 0 CV _o to C=) 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. W a E 8 ci 0 � c N a) _ °n' Q NO C L- .J S w JU- Z m : a «°130 W (0 0 of"rn V W ILZ Cow -Z a 0 N OU L) Z WCD L)U) ❑ ❑ z N z z � � J - d N r z CD o �N r6 w J Ow g N c r6 '- C� d LU (-) 'S Of �' 0 0 r_ co ¢¢ Z M J z Z o s L!_. Cd F o E U z o oo w= > Z =® Ir6 M0 a� 00 OQ Z o 0 I@ d) ¢= 0 wZ `J Cn O O Z w Z d) Cn -J m am a sZ ai 3 8� a0 W 0- LL �w H 3 CD CD w o Milli co zl< �U c o T ai m M c6 I O M (c I+ Y Cfl c in 00 ~_ N CD N CD LO 00 f0 7 O y 0 Z Z E E y ra c a ci a o JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. W P X92MOAR7or TM A gas IL ELWINV Mounting Brackets (10 Gaugei +V2ex41/2"x2-12" a 0 Back Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) Bolts 112" pia A325 Galv. (Typ.) T o 0 k 14 Self-Dril ling Screws 10-5/a" A C Urdt Bottom Edge e Hurricane Scrap (Typical: 3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W ) Lett Bracket (16 Gauge) p145elf-DrilingScrewsihruBrackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Spis:atx: analil4rnen ntaLx-iia r+ ars, fwmxlnl ands r-h Huai Bane Au Rtact )?�Raised SodaDu+<ia� aWilAte up" Fdptlr re! Florida Department of Bus -glass & Professional Regulaton Building Codes and Standards Product Approval Application Detail Pane 1 al 12n M2021 Pate Pa1Mnia yg! MM V"ph MWWdWWW Col[�t rndrsaer&Lksea Validated Illy Vail ttd molted F5C A4mroval Am Glen. Affinlatian 2020 Skeen Vrn eProducts, Inc. Micheal Graham Harmers F. Nona. P.E. Locke eaxden P.E. 12/16/2020 1211&2020 12/282020 Approed Category: structural Components (077) 441-83H PE-73778 (334) 300-1800 "Calegory: Pro4 as Introducedess Reeultof infoMsmart"ntcom Platy Tedrnelagy CorrWIL - Method: Evabuation Report tom a Florida Registered Architect or a Umsod Florida Rdelesknd Engineer Product Model. lAm�erorwna Prodlct 0-1offian Quality Pkasurance Aga At1ao in HyHZ Oulsaft HVHZ BlsiA3M[ PIa1W[! Sm Vent Model #1540.510 Dual Function Flood end Validation Vent 12/311023 Yes Yes NIA +100F100 2 amedverlt Modal 01540.511 Oval F-toon Flood end Ventilation Vent 12m312023 Yes Yes NIA +f00F100 3 SmanVent Model#15406520 Insulated Flood VoM 12/312,23 Yes Yes NIA +tODI-110 4 SmartVant Modal#1540.521 nrNled Flood Vent 12131R029 Yes, Yes NIA "00!1DO 5 amartvent Model C540.524 163qud; Garage Door Flood Vera 12/3112M Yes Yes WA WA 6 Sm ""m Modsl#1540-570 Wood WWI Insulated Flood Vert 12/312ry23 Yes Yes NIA +10011DO arnadVent Model 91540.574 14.5&qud: Garage Door Flood Vent 1.112073 Yes Yes N/A NIA Florida Department of Business & Professional Regulation page 2 c14 Building Codes and Standards 125r2022 Product Approval Application Detail WWI I Code oil! ECp EnilN er ,0 2= Date Pendhnd 20 - Tmxe Version Manufacturer Cont-I Enallreer&License Validated By Validated Subm Wed F36C Approval Approved Status Review 2020 Therms-Tru Corporation Steve Jesperson Lyndon F. SdmmiM RE Ryan J King, RE 04115r2021 12/312020 0422/2021 0a S82t121 Approved Categry: oExterior Doors (800) 843-7828 PE-434DO (813) 767-SWS Subcategory. swinging Exterior Door Asse notes sy ea, .son@ttrermatru co Compliance Method: Evaluation Report from a m Florida. Registered Architect or a Licensed Florida Professional Engineer F10120444111448 Produete wedudt Model. Numbx a NameProduct0escrtabonCentrapt Quality Assurance Elmlratlon Deb Approved fr Use Approved In HVHZ QuallidalWFIZ for Use Impact Resistant Daildis Pressures 1 a. ThermaTru Fiber -Classic and Smooth -Star Nominal 6&III &quotl nlpect&quot Opaque 12131/2022 No Yes Yes WA Composite Edge Fibagless Single Door (Irummol0utswhg; X ccnegunitw) 2 b. Themsa-Tru Fiber -Classic and Smooth -Star Nominal 5&e39,8 &quctlmpact&quot Opaque 1213lrM2 No Yes Yes WA Composite Edge Fiberglass Sngle Door with Sideite(s) OnaWrlglWlsWrg; XO, OXor OXO nfigurstions) 3 c-Therma-Tru Fiber-Classicand Smooth -Stec Nominal 690G9,,8&quotl rpact&quot Opaque 12131=22 No Yes Yes WA Composite Edge Fiberglass Double Door Wm or W thout Sidelite , OnaW ng/Outswing: XX or OXXO configurations) 4 d. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;0 &quotlrrpact&quot Opaque lMlIM22 NO Yes Yes WA Composite Edge Fiberylass Seigle Door tlnsWriwoutcwirw X mm8guratim) 5 e. Themne.Tru Fiber -Classic and Smooth -Star Nominal 8&0390 &quotlrnpact&quct; Opaque 12131=2 No Yea Yes WA Composite Edge Fiberglass Single Door with SiddAe(s) (InsW StOutswing: XO, OXor OXO oerAgure9ons) 6 f. Therma-Tru Fiber-Claedc and Smooth -Star Nominal 8&#38,0 &quotlnpsct&quot Opaque 12f31/21= No Yes Yes WA Composite Edge Fiberglass Double Door win or Without Sidelltrs (InWrigrOubwing; XX or OXXO conflguragons) 7 g. Therms-Tru Fiber-Ckssic and Smooth -Star Nominal 68#39,8 &.quotlmpacusquot Glazed 121'3.112022 No Yes Yes WA Composite Edge Fiberglass Single Door (1-wha/Oulawirg; X configuration) 8 h. Therma-Tru Flber-_Wsslc and Sm1dh-Star Nominal 69038;8 &quotlmpact8JWt Glazed 12131t= No Yes Yes NIA Composite Edge Fiberglass Single Door Wth Sidelte(s) On"rgtOumwrg: XO, OXor OXO configurations) 9 i. Therma-Tru fiber -Classic and Smooth -Star Nominal 8&M.8 &quotIn"ct&quot, Glazed 12/312022 No Yes Yes WA Composite Edge Fiberglass Double Door Wm or without Sidelites OrlawinglOubweing; XXa OXXO com igurstons) 10 J, Therms-Tru Flber-Classic and Smooth -Star Nominal S&M,0 &quotimoactliquot Glazed 12r31t= No Yee Yea WA Composite Edge Fiberglass Single Door (insWnglOumwlmQ Xoon8gura80). 11 k. Therma-Tm Fllo -Classic and SmoothS7ar Nominal 8&#390 &quotlnrywet&quot Glazed 12t31121Y22 No Yes Yes WA Composite Edge Fiberglass Single Door With Sideeite(s) (Inawinp/Out-n9; X0, OXorOXO configurations) 12 I. Therms-Tru Fiber-CMssie and Smooth -Star Nominal 88#39;0 aquetimpAcffiquot Glued 12/312022 No Yes Yes WA Composite Edge Fiberglass Double Door Wm or Wdtout Sidelibs Onswirg/Oubwing: XXm OXXO configurations) 13 m Therms-Tru Fiber -Classic and Smoo"ar Nominal 8&#398 &quotlrrpact&q-t; Glued Molded 12/31/= No Yes Yes WA Open Composite Edge Fiberglass Singie Door (InsWrgK)utswig; Xconfigumbon) 14 m Theme-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotlmpactilquot; Glazed Molded 12131/2022 No Yes Yes WA Open Composite Edge Floerglaas Single Door Wth Glazed Molded Open Sidelits(s) (InwAng/OutsWng; XO, OX o OXO oonligumbens) 15 0, Therms Tru Flber.Clesuuc and Smooth -Star Nominal e&#8 8quctlmpactilquo Glazed Molded 39 121311= No Yes Yes NIA Open Composite Edge Fiberglass Double Door with or Without Glazed Molded Open SNeiites Xw1 ti0ns) oo.1t; (Nam 16 p Themla-Tru Fiber -Classic and SmoothS6v pact not SM3s88 lMquot nlpact8quot Opaque Op 12J31rXY22 No Yes Yes WA Composite Edge Fiberglass Single Door With Molded Open Sidelle(s) (Irt wingloutswing: XO, OX or OXO oonfguretions) 17 q. Thera-TW Fiber -Classic and Smooth -Star Nominal U4398 ilquotlnpactili Opaque 12Y312022 No Yea Yes NIA Composite Edge Fi berglses Double Door Wth or Wthout Glazed Molded Open Sldelites (Inswing/Outswhg; XX or OXXO configurations) May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67,0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34..4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psi 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75,0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents F L16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inform ation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Dotal] Page 1 0 3 ta52022 9292 gpliturg Qalg J= Date Pendino aldill. j ygsip Vanufadrarer SRtlSdSS Epolneer &License yypdated By Validated Sybmitted FBC Approval Aid slatu Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.E Ryan J. King P.E. 07123/2020 07/92r2020 071291202D 10r13f2020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 757-6555 Subcategory: SWnging Exterior Door Assemblies a)aspersonCthemStru.co Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Ptsm4zar:s Praessional Engineer Predu,lte Seta Product Model. Numberor Name Product Description Quality Assunames Approved for Use Approved Contract Expiration Data In HVHZ for Use Outside HVHZ Resists Pressure 1 a. Thama-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &quotlmpact&quot Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InsWng/Outawing; X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal &qud;lmPad&quct; Opaque 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door awth adelts(s) OnswingfOutswng: XO, OX or OXO. configurations) 3 c.Thermo-Tru Flber-Classic and Sndoth-Star Nominal 6&#39;8&qua;lmpact&quot Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door w#I or WMout Skleiltes (Irs,Mrrg/Outinmrg; XX or OXXO configurations) 4 d. Therma-Tru Fiber -Classic and SmoothStat Nominal 8&#3908quotlmpact8quot Opaque 12131=22 Yes Yes Yes WA Composite Edge Fiberglass Single Door (In-inglOutewing; X configuration) 5 a. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &qucklmpa"ll quot Opaque 12/3lr2022 Yea. Yes vas WA Composite Edge Fiberglass Single Door with Sidelte(s) (InevAnglOtrteWno: XO, OX or OXO configurafions) 6 f. Therms-Tru FiberLlessk and Smooth -Star Nominal 8&#39,0 &quotlmpad&quot; Opaque 12131t2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sicisitea (InswirgfOubsWing; XX or OXXO con igurstrons) T g. Therm-Tru Flbar-Classic and Smooth -Star Nominal 6S &quct;lmpad&quot Glazed 1213l1= Yes Yes Yes WA Composite Edge Fiberglass Single Door 0 nswirg/Outsionng; Xconfguration) 8 h. Thermo-Tru Fiber -Classic and Smooth -Scar Nominal 8&M.8 &quot lmpaa&quat Glazed I21312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door With Sidelts(s) (Irelv ingrOutowng; XO. OX or OXO configurations) 9 i, Therma-Tru Fiber -Classic and Smooth -Star Nominal 841,09; 8&quotlmpad86quot Glazed 1213lr2022 Yes Yes Yes WA Composite Edge Fiberglass Cou ble Door With or vothout Sielites (InewmWout swrmg; XX or OXXO configuradons) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;08quotlmpad&quot Glazed 12/31=22 Yes Yes Yes WA Composite Edge Fiberglass Single Door (In-slOutirMT; X configuration) 11 k. Therms-Tru Flier -Classic and S-clin-Star Nominal U939.0 &qucr;lmpad&quol: Glazed 12131 r2022 Yes Yes Y", WA Composite Edga Fiberglass Single Door With adelte(s) OnswingrOumning. XO, OX or OXO configurations) 12 I. Therma-Tru Fiber-Cassic and Smooth -Star Nominal 8&#39, 08quotImpact&quilt Glued 12r312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelines (lnvMr%1OutsMng; XX or =0 configurations) 13 m. Thercna-Tru Fiber -Classic and SmboM-Star Nominal 6&.#39;8 &quptlmpact&quct; Opaque 12131r2022 Yes Yes Yes WA Com]=a Edge Fiberglass Single Door With 8quotNon-Impaa&quot Sfdellle{s) 0nartrg/Wtswng; XO, OX or OXO configurations) 14 h. Thermo-Tru Fiber -Classic and Smooth -Star Nominal6&#39;88giUcklmpad&quet Opaque 12f312022 Yes Yes Yes WA Composite Edge Fiberglass Oou ble Door 1A h aquotNon-I plect&quot Sidelrtes(Inswirg/Outswirg; Oxxo oorfguration) 15 a. Therms-Tru Fiber- Classic and Smoothztar Nominal 8&#3e,D &gtrotlmpact&quot Opaque 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNon-Irtpact8quot Sidelits(s) Onswirg/Outswing; XO. OX or OXO confqurations) 18 p. Therms-Tru Fibber -Classic and SmoomStar Nominal 8&#390 &quoklmpect&quot Opaque 121312022 Yes Yea Yea WA Compose Edge Fibeglasss Double Door With &quokNors-Impa10&qua; Sldellbee, (InamngtOutsW ng; OXXO configurstioN 17 q. Therms-Tru Fiber -Chas. and Smooth -star Nominal8&4M,8 &quot;Non-Impad&quol Opaque 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inawirgloutsm'sl; XwMigunilm) 18 r. Themin-Tru Fiber -Classic and Smooth -Star Nominal 8W9.8 SquotNon-ImpactUuct Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door Wth S claite(s) (InsWnWOuoWng, XO, OX a OXO configurations) 19 s, Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;6&quat;Non-Impact&quot; Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sielines (Inswing10utswirg; XX or OXXO configurations) 20 t. Therma-Tru Fiber-Cdasslc and Smooth -Star Nominal 8&#M &quotNon-Impad&quct Opaque 12J312022 Yes Yes No WA Composite Edge Fiberglass Single Door insWng/Outsving; X configuration) 21 u. Thera-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 &qud:Non-Impact&quot Opaque 1213112022 Yes Yes No WA Composts Edge Fiberglass Single Doorwith Sdslte(s) 0-i-g/Outsw4ng: XO, OX or OXO conrourafloral 22 v. Thermo-Tru Fiber -Classic and Shn-th-Star Nominal 8&#39;0 &9u 01 n-Impad&quot; Opaque IV312022 Yen, Yes No WA Compose Edge Fiberglass Double Door Win or Wthout Sidelites OneW xg/OrrleW ng; XX or OXXO configurations) 23 W Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#398 & tNon-Impad&quoit Glazed 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (I naW rg/Outswilg; X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#W..8 &puotNon-Inpact&quot Glazed 12131/2022 Yes Yes No WA Compose Edge Fiberglass Single Door Whh Sidelte(s) 0nsolnglOutaW ng:. XO. OX a OXO configurations) 25 y.Theme-Tru Fiber-Gaasle and Smooth -Star Nominal 6&#99;8&quatnlon-Imps Acluot Glazed 12MU022 Yes Yes No WA Composite Edge Fiberglass Double Odor Wm or Without Sidelites (InaWirg/Outewing, XX or OXXO configurations) 26 z. Thermo-Tru Fiber.Classic and Smooth -Star Nominal 89111390&quokNon-Impad&quot Glazed 12r31/2022 Yea Yes No NIA Composite Edge Fiberglass Single Door 0 n5wrig/Outswi g; X configuration) 27 za. Therma-Tru Fibw-Classic and Smooth -Star Nominal B&f739:01liqua;Non-Impaa8quot Glazed 12131=22 Yes Yes No WA Composite Edge Fiberglass Single Door Ath Sidelte(s) Onswing/Outswng; XO, OX a OXO confgur4tions) 28 A Therms-Tru Fier -Classic and Smooth -Star Nominal SU38:0 &quotNon-Irpad&quot Glazed 12J31/2022 Yes Yes No WA Composite Edge Fiberglass Double Door Wm or without Sidelines Onawing/Outs,Wng; )0(. OXXO configurations) Florida Department of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail Doge 1 or 2 I Fr2021 Ss41 - enterer 21t 2Q Pao lhmWrle $Sig . Iva Yetilon iMansulactureir Corded End-, S.LkfDSL Vaada ad IN V FBC Approval Revision 2020 MI Wlidcps and Doors Diet Stinger Luis Roberto Lomas Steven M tkkh. PE taOWN20 1W6n020 10PDR020 12115M20 Aprx0.etl CMegay: Buenor Doors 1717) 365-3300 PE92514 f?l T) 317-8454 As1Cs4gory: Slldng Exterior Door AssertiBas badnger4&.*d om compliance Method EnNatie Report tom a Florida Registered Prdlltad or a Uoensed Florida P L#t;y�u4is produda P,dr-ions; enoln a 6eea Produdt ModN.Nunbsor Noma Product onalE or, Quality Aseurenee AoerowwforUf# 8Rlgowd In HYNIZ out"NVNz for Use Impact tjoskin $laffiIL9. 1 SERfE5420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 12A112024 No Yes No N/A 14S3/4&qudx8%qud: N014-REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OX XO.XX 12G71024 No Yes No WA 9611&quolA quo NON -REINFORCED 3 SERIES 420ALUMINUM EGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 17/312024 No Yea No WA 145-W4&4uolx9S&Auot: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 42CALUMINLJMSGD REINFORCED OX 12131121324 No Yes No WA XO. XX98&qu"Mqud. 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUM60D REINFORCED XXX 1MIJ2024 No Yes No WA 143&q'W;0e&quct: Florida Department of Business & Professional Regulation Parr d2 Building Codes and Standards uam21 Product Approval Application Detail - - - Q" - _ Ersfiw 2411 - I= Version Manufaeturer lei Endues&L zonseyMNWed au FBC AwrovN R"alm 2020 War s-Daton, a dvislon or Overhead Door Dweyne Komish John E. Scares Jemmy P. Arneson. P.E 10/122020 (1929MM il)(M020 12(152020 Approved Corporation (330)7634121 PE51737 (904)821-5200 CAegary-. Exterior Doors dkomistl@Waynadallon < SuM:augoW. Sectional Exlerlor Dot Assemblies Orn Compllanw Method! Evolueban Report from a Fields ReglsteredArchitect or a Licensed Flonde PI4m84m Prdessiaul Engineer prD&wb �t4.E PrrMucl Modal Numbs or Mama Product Description conitact llssrnlon one AneravM for Use AoorpusM /or Ufa In HVHZ grpMY Desigj Premium 3 8000I81DOM2W#1105 SUN: Max WW, 14di39. Max height Gledng 12/312(Y23 No Yes Yes +31.00)L35.00 available In top or intemleddte SMion 10 800015 09"20091123 1IlMlir Max WM. 146039, Max hoobt. Glazing 12131QQ23 No Yea Yes -30.001--33.50 aretlabkln top orintemredlate Section. 11 &000/810005200#1124 160*9 Max nddth. 14aatie MaX hemWGlaa i; 12/312023 No Yes Yes +34.40438.30 eversible in top a intermediate section. _&_0 AW' W CD Q O tic_ C f6 "O W Q- CD o Q O U_ 0 .� Cn � Q� o L Q -0 .a VJ Q CD E CID O L_ CL O L U O L� U CC o0 H O CLU w Q z J z a J SHEET N0. PA 1.0. 11 wrivir r I, i, - -- i l I I _ t I_. I I! Ile u., .Ins I t I 111 111 I. 1 s. I I I j ---� !!' i' I 1 l 1 L_ I I 1 _l 1 � _ �I Il I II Florida Department of Business 8 Professional Regulation P.pe6 dB Fbride Deparfm¢IY of Business 3 Professional Regulation Pepe, d, Florida Department of Business& Profllssional Regulation Ppe 1 d, Fl N U i Q� C V/ O O O 0 O .� O ^O' �Wn�tt �'' �. /^� .� vJ n{ Q N Q O 00 O O r C V :a w+ r) �L ' v v 5 1 i L' s - k .. ...7 ¢ _ r 44 f� r1 > _ W W Z �_ O ia.i O U `O i VI W F- L O Q Z W J z Q J SHEET NO. PA 1.1 orida Daparhtlertt of Baseless & Prdessional Regulation Pogei d2 Building Codes and Standards +rz5rmzz BLtlldlrlg Codas and Standards 7Fr�z, Btlldng Codes and Standards 1l517)i, Bulldngt odes and Standards ir9cm2+ Product Approval AppllCati00 Detatl - Ptadud Approval Appllcatton DeffiII ProdudApproval Applicaflan Detail Product Approval Application Dehl - - I I I - - ____ I - - - I I - i I I I - - - - _L __ 1 111 11 1 [ I I- I I I I I I - I __ . '1 -1 1 1 1 11 111RIPIP I - - A, - - , . I I - I I I I _ r a--t Q� i Cn -Cu O� L � CD ca- Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rsOrm20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rWrA20 � Simpson Strong -Tie 2020 FBC Approved Products updated 12�2020 ' p O ®. For fleet inks to all SST approvals Isted blow, CLICK HERE ®. For direct Inks to all SST approvals listed below, CLICK HERE For Brett Mks to all SST approvals [sled "OW, CLICK HERE For direct Inks to all SST approvals listed below: CLICK HERE W � /1 ♦ V �3 For addtWnel Information regarding Florida's Statewide Product System and Mara -Dade County Notice of Adcaptence (NOA). CLICK HER . For eddtkrnal Infamatlal regarding FlaYda's 8[aCOWItle Product Approval System and NI M43ade County Notice or Acceptance (NOA). CLICK HERE. s Fa add -1 inramation regarding Florida's Statewide Prodret Approval System and MaM-0ade County Notice of Acceptance (NOA). CLICK HERE. i Fa addtanal information regarding Florida's Stfltewide Product Approval System rind Mal -Dade County Notice of Acceptance (NOA). CLICK HCRf:. FL#2335-R7 FL#f 0446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- M 9/16" and heights ranging from 4-5116'to 11". Concealed flange V Rygp Product Model. Number or Name Product Description lea N Product Model. Number or Name Product Descrili;i Iggy1( Product Model. Number or Name Product Descrintlon version (HUSC) available for models having vMth squaltu or � O "L 1 Titan Stainless Steel Concrete & Mason Screw Masonry (TTN-SS} 1f4"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 EFT, BTB, BTH Brck7es greater than 3 9N6". !� O L 0 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI B Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- Q, C: 3 AP644, APB44R, APVB66, APB66R, APB88, APB58R, AP81010, APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9-1/4" to 16'. 0 _ 0 L _ FL995WRO APVB44R, APVB66, APVBWR, APV888, APVB88R, APV81010, APVB101 OR 4 CSHP18, CSHP20 Coiled Soaps 13 LGU325SDS, LGU3.63SDS, LGU5.25SOS Face -mount hangers (a 0 -1.- 4- CD 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU124, LU28, LU28, LU210 Face -mount hangers C) Sea # Product Model. Number or Name ProductDescription APVDJ72R-8 8 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2107 Face -mount hangers c Q 1 5DIO112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, HO, H7Z, His, H76S, H16-2, H16-2S Hurricana Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- Cn CD L L i� 2 SD9112, SD9212; SDI0112, SD10212 Strong -Dive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/8"and heights ranging from 3" 010 15116' (n Q � CD- 3 SD9112SS, SM212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGUS.e3-SOS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-5DS Face -mount hangers 1�� (U 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw a BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9t16 to 5. 1- "_ V J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2. HST3.. HST5. HST6 Straight Straps 118" and heights ranging from 6-15M IT' m 19 112 . 5 SDCP22434, SDCP22512, SDCP22614, SDCP227DO, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16' and heights ranging from 3-1/18" to IMIN'. 7 SDS25112. SDS25134, SDS26200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCB Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTAIB, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SDS25800, SDS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LTB20, LT040 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" fo 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2-5T, H8, H10A.2, HI OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11.1/4". 17 18 HCJ1Z HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12.. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52. MSTC66, MSTC78 Straight Straps AMA Product Modal. Num leer or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTCWS3 Pre -Bent Straps Product Model. Num ber or Name Product Description 1 ATR318, ATR11Z ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126. MST13e, MSTI48, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116' to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14. ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MrSI8, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap IM" and heights ranging from 7-1/&' o 30'. 3 BP3/8-2, BP1/2, BP1/2-1 BPS/8-2, BP5/8-3, BP314, BP3/4-3, BPRTUD34 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSW28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCAZx10-16, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 4 CNW3/8, CNW112, CNW518, CNW3/4, CNWS/8-112, CNW3r4fl18 Coupler Nuts 25 LSSR1 81, LSSR2,1, LSSR2.37, LSSR2.56. L5SR210-2, LSSR410 Field Adjustable Sopeable/Skevmbie Hanger 27 RCW812, RCWB14 Wall &acing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD66, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Pilate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-12* to 3- CTUD98, CTUD99 27 ML23Z, M1_24Z, ML282, ML287, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 5M" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SP6, SPB Stud Plata Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3f4" to 3 7 RTUD3, RTUD38, RTUD4, RTUD40, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount 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 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 Sr9, ST12, ST10. ST22, ST292, ST2122, ST2115.. ST2215, ST6215, ST5224, ST6236 Straight Straps 7/8" and heights ranging from 1 1"to 32-1/7', 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T827, TB3Q TB36, TB42, T648, TB54, TB56, T360 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-618" to 7- 11 URS4 1f2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC22, RTC44 Rigid Tie Connectors 35 TWBI0, TW812, TWB14 Wall Bracing 1/4" and heights ranging from 11-1/4" to 37. 12 URS5 5/8" Uplift Rod Run Tictlown System 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 OILS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URSB 314" Uplift Rod Run Tiedcwn System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W6108C, W6120, WB126C, WB143C Wall Bracing end heights ranging from 8-1/2" to 28". 36 Z2, Z4, 244 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30'. ,4dal Product Model. NUM ber or Name Product Description Sea Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7f ' 1 OTT2 Hold-down Sea # Product Model. Number or Name Pmduct Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37xg.75 Concealed hangers and heights ranging from 10-112' to W'- 2 HOC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" o 8- 3 HD08, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16'to 3.9118" and heights 718" and heights ranging from 7-1/7' to 32', 4 HOU2, HOU4. HOU5, HOUR, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15110". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGUZOO-SDS, HGU7.25• Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8. LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.25f3.25; HHRC5.373.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16' o 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8'to 7. 9116" and heights ranging from 18" 0 26'. 8 MPAi32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 3(8" and heights ranging from 6.5/16' 0 12-7/8". 14 HUSTF series hangers Top flange joist hangers available inwidfhs ranging from 3-118" to 9 PAIS, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7A0-SDS, HHGU7.25SDS, Face -mount hangers 3-9116'and heights ranging from 5-318"to 13-1/6' 10 PAI18, PAI23, PAI28, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Sopeable/Skewrable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9f16" to 5- 11 STHD10, STHD1 ORJ Strap -style hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 1/2" and heights ranging from 3-7116' o 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 1D TC24, TC26.. TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-3f V to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81/22, THAl2.08/22, THAl2.1/22, THAI222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5316" o 281. 13 THAL422, THAR422 Skewed Truss Hanger 9 double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 15116' 0 7- C'd C'J -[S 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU20-2, HTU28-2, FITU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8"to 32'. N 15 THJM2-4SDS3, THJM2-5-SOS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116'to 3- 1 Q 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.1/4". Concealed flange 518" and heights ranging from 9-1 /&' to 16'. OO x _ 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all modes having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9118" and heights O i N 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-3/8"to7.1M". Q- 21 X 10 HUCQ1.81/9 SDS, HUCQ1.81/11SDS, HUCO210 2SDS, HUCO210-3 SDS; HUCQ310- Farr -mount bangers 20 JBA series hangers Top flange hangers available in width of 1.9116" and heights = ICU - 13- SDS, HUCQ410-SDS, HUCQ412SDS, HUCQ5.25/9-SDS, HUCQ5.25/1li-SIDS, HUCQ610- ranging from9-3/16' o 13-118" Q _r SDS, HUC0612-SDS (6 Q�1 N ? N U W C a r- C: (13 -r O O Simpson Strong -Tie 2020 FBC Approved Products updated,zrJono2o Simpson Strong -Tie 2020 FBC Approved Products Updated 1230lZ020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213(N2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/Jgi2020 � � w ® For direct Inks to all SST approvals Isted below, CLICK HERE. � For died Inks to all SST approvals Isted below, CLICK HERE For diect Inks to all SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals Isted below, CLICK HERE y r . For additional information regarding Florida's Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NOA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance INCA). CLICK HERE, . For additional information regarding Florida's Statewide Product Approval System and Marry -Dade County Notice of Acceptance (NOA). CUCK HERE, . For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CUCK HERE. 21 LB series hangers Top flange hangers available in width of 1.9/16' and heights FL#114WRO 18 S/LBV1.56, SILBV1.81, S/LBV2.06, SfLBV2.37, S/LBV2.56, S/LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 6-W" to 15-1/6' SfMV3.56, SILBV3.62, SILBV4.06. SILBV412, S/LBV4.28, SILBV4.75. S/LSV5.50 6 Strong-Dolt2 (STB2. STB2.4SS, STB2.6SS) Strong-Bak2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16' and heights §W Product Model. Number or Name Product Description /9 SILTT20, S1DTT2Z, SfHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16'tn 13-118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SWST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-44SS, THD-H6SS, THD-CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3. LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" 0 6 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avalable wfth hex head In carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1/2'. 3 HUOQ210-2-SDS, HU00210.3-SDS, HUC0310-SDS Jo let Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel, or with countersunk head it carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-117'. 5 THG02SDS3, THGQ3-SOS4.5, THGQ42SDS3, THG01-13SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37834RC, TH050934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW33, THGW34, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THD825158RH, THDB37158RH, TH037212RH, Then HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24' THD50234RH, THDIC212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116' and heights 10 Wedge -All (WA) Wedge -AI Anchor for masonry ranging from 3-318" to 7-118". FILM 1473-R5 FL#13904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in wddths ranging from 1.9116" to 7- LOggJ Product Model. Number or Name Product Description ,� Product Model. Number or Name Product Description FL#16230-118 1/8" and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3.82-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.62SDSG, CCTQMS.50-SDSG, CCCQM3B2SDSG; CCCGM4.62-SDSG. S.ea # Product Model. Number or Name Product Description 3 H16,HISS, H16-2.,Hi&2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10660-R5 4 HETA12, HETAI6, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 E-CCLQM3.62G4KT, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G•KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL18, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD6.500-KT, ECCLROMO3.62G-KT, ECCLROMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 7 HGAM10, HM9 HHETAI6. HHETA20, HHETA24, HHETA40 Masonry retrofit connectors Heavy Embedded Truss Anchor 3 KT, ECCLRQMD5 SOG-KT HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 Strong -Bolt 2 (ST82) Strong -bolt 2 Wedge Anchor for masonry �e n' 1 ABA44. ABA44R, ABA46, ABA46R. ABA66. ABA06R Adjustable Post Base Heavy Masonry Hangers 5 Titan 2 (TT'N2) Titan 2 Screw Anchor for Concrete W 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABUS-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedaml 4 LGUM26-2, LGLIM26.3, LGUM26.4, LGUM28.2, LGUM283, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD.H4SS, THD•HOSS, THD-CSSSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ASU88R, ASU1010, ABU1010R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48; LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWWRZ, ASW7.7 AC4, A04R, ACE4, AC8, ACBR, ACES Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAWS, MSTCM40, MSTCM00 Embedded Truss Anchor Strap Tie for Masonry 5 MSHA3.1219.25, MBHA3.12fl1.25, MBHA9.5617.25, MBHA3.561925, MBHA3.56/11.25, MBHA3-56111.88, MSHA3.58114, MBHA3.58/18, M13HA3.56118, MBHAS.6Of7.25, MasonryTop Flange Beam Hangers 7 Titen Turbo countersunk head. 6 BC4, BC46, BC4R, BC6, BOOR, 8C8, 8CS2-2f4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSWLO Twist Step Masonry for Mason MBHA5.50/9.25, MBHA5.50111.25, MBHAS-50/11.88, MBHA5.50114, MBHA5.5OfI6, (TNT) Then Turbo Screw Anchor for concrete or masonry 6 CB44, C846, C648, C868, C888 Embedded Column Base MBHA5.50118 ICU 7 CBSO44-SDS2, CBSQ46-SDS2, CBSQ86-SDS2, CBSQ88-SOS2, CBSQ88-SDS2 Embedded Column Base 6 MSHU3.5619.26, MBHU3.56/11.25, MSHU3. MI 1. 88, MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC. ECC, EOCU Series Baled column caps with WI ranging from 3.14' to 9-17and FL#41496-RS MSHU3.56/18, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50111.88. MSHU5.50/14, W2 ranging from 3.5/8" to 7-112" MSHU5,50116, MBHU5.50/18 Allit" Product Modal. Number or Name Product Description 0 9 CCOSDS2.5, ECCQ•SDS2.5 Series Saev ed column caps with W1 ranging from 3-14" to 9.112 and Sea # Product Model. Number or Name Product Description 1 X348101 MK, X1S1016, X181016.4K, XQ1S1 DI6, XQ1 Bi 016-4K #10.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3.5/8" to 7-If2" 1 DTT1Z Deck Tension Tie Drill Point /1 10 CPT44Z, CPT667, CPT88Z Concealed Post Tie Base 2 H012, H019 Baked Hoklcmms FL#13975-R6 2 XLQI14T1224, XLQ 1 1481224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 0_ 11 EP644A, EPB44. EPB46, EPB66 Embedded Post Base 3 HO3B, HD5B, HD713, H09B Baited Holdowns Scram with #6 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base 4 HTT4, HTTS, HTT5.3/4 Tension Ties S # Product Model, Number or Name Pmduct Description 3 XMQ114S1224, XMQ11481224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCBW Embedded Column Base 5 LTT19, LTT20B, 1_TT131 Light Tension Ties 1 SDW22300, SOW22338, SOW22438, SOW22458, SDW22500, SDW22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 15 L.PC4Z, LPCBZ MP(344Z, MP868Z, MPB88Z Light Post Cap Moment Post Base 2 SDW22634 SDWCI5450. SDWC15600 Strong SDWC TRUSS Screw 4 X0114S1224, XQ11481224-2 5K X114S7224, XQ112S1224, X011281224-2K *12-24 Strong -Dore X Metal Self -Drilling, Tapping Screws with 06 Drill Point U -Drive 16 PB44, P844R, PM, PSW. PB66R Embedded Post Base FL#13626-R5 3 SDWH19300DB, SDWH19400DS, SDWHIDOWD6, SDWHI9800DB, SDWH19IOOODB Strong -Drive SDWH TIMBER-HEXScrew 6 XU34S1016, XU34B1018.5K #10.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with I7 PBS44A, PBS46, PBS68 Embedded Post Base Description 4 SDWH274OOG, SDWH270DOG, SDWH2780DG, SDWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Set # Product Model. Number or Name Product 5 SOWS16212, SDWS10300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16, PC46-16, PC48.16: PC84-16, PC 8&16. EPC44-18, EPC46-18, EPC48-15, Post Cap 1 SB5/8x24, SB718x24, SS1x30 S8 Anchor Botts 6 SDWS19B00, SOWS1971Z SDWS22400,SDWS225W.SOWS22512, SDWS229W, Strong -Drive SOWS TIMBER Screw (interior Grade) O EPC64-16, EPC86.16 2 SSTS16, SST820, SSTB24, SST828, SST834, SSTB36, SSTBI6L, SST620L, SSTB24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS221000, SMNS221100, SOWS221200, SDWS221500 FLNM320-RO S� 20 PC4Z, PC4R7, PC8Z, PCBRZ, PC8Z, PCBRZ. EPC4Z, EPC4RZ, EPC8Z, EPOSRZ, EPC8Z. Post Cap SSTB28L 7 SDW=30008. SDWS2240OD8, SDWS2250008, SDWS2260008, SOWS228COD0, Strong -Drive SOWS TIMBER Screw (Exterior Grade) n EPCSRZ SDVVS2210000B k # Product Model. Number or Name Product Description L•� 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DB8, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 OSSC643.5. DSSCB46, OSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#138T2-R4 9 SDW82730OSS, SDWS27400SS, SDWS2750OSS, SDWS27000SS, SDWS2780()SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCS45.5, FC847.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector �I'^/ SOWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1018, FPHSD34B101B-5K, FPHSD34S1214, #10-15 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- v, Sag # Protluat Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34S1214, FPHSD34B1214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12; CMST14, CMSTC16, CS14, CS16, CSI8, C520, OS22 Called Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4:25, LSFC625, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6. HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.26, SSC6.25 MSSC225, MSSC4.25, MSSC6.25, Steel Stud Connectors 3eu # Product Model. Number or Name Product Description MSTI48; MSTiSO, MSTI72, S/MST27, SIMLST37, SIMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL.#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30. LSTA30, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SOB43.5, SCB45.5, SC647.5, SC649.5, SCS411.5, MSCB45-5, MSC847, 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH483, GH410-6, GH410-8, GH6-0, GH66-8, GH68-0, OHM 8, GH610-e, GH81DZ Girder Hamer 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115. ST2215 LSUSH3.25, SUBH3.25, MSUSH3.25 Straps 33 mil (20 go) Bridging Connector „Zgy,)(t I Product Model. Number or Name AS 18, AS 18S5, AS I8S8 Product Description 18 ga. Truss Plates 8 9 SCS32-5197, SCS62-5)97. SCS62-5fl18, SCS82-5/118 SCW3.25, SCW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector � O_ 4 GL65A, GL65B, GLB5C, GLB5D, GLWAi, GLB713, GLB7C, GLB70 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBTSI2, GBLT612, GLOT518, GBLT616, GLST520, GBLTS20 Glulam Bearing Plata 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3.518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST0215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #14-14 Strong -Drive XLSH Shoukfered Self -Drilling, Tapping O cia 7 HGT-2, HGT-3, HGT-4 Heavy GirderTi®dowit 10 MSTC68, MSTC78, STS230 Straps 68 mil (14 go) Screws LJ•J 8 UFPIO-8083 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, M7S30, MTS24C, MTS30C Medium Twist Straps 13 XQISIOI B, X01 SIO16-4K, X01S1214, XQ181214-3 51<, X078S1224, X07881224-3K, #10-16, 412-14. and 012-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, SJB1.81, S/B2.06, SIB2.37, SE2.56, SIB2.68, S/B3.12, S/83.56, SIB3.62, S/84.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224; XQ114B1224-2.5K, X0112SI224, )(Ql l2Bl224-2K, )(3461016-5K; Tapping Screws Q S/B4.12, S/B4.28, SJ64.75, SIS5.50 X1S10I6, X1B1018-4K, X1S1214, XISI214.3.5K 13 SfW.12/8, SIBA2.112110, S1BA2.12112, SISA2.12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Product Model. Number or Name Product Descriotion Z SfBA4.18/12, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete J 14 91-11A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Z 15 S/1-1088, SIHD88, SIHDIOS, S/HD1 OB, S/HD15S, SM01513 H000wns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINVIP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies Q 16 SIHDU4, S41DU6, SIHDU9, S/HDU11 Hokdowms PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a - SHEET NO. May 27 2022 PA 112 MIAM!•Clt4DE DADS comer PGT industries, Ine. PGT Industries, line. U a N O mm PaODUCTCO-- IROL SECTION C PGT Industries. Inv. Q 0 11905 svit26 street Bo 5- 2 NOTICE OF ACCEPT kNTCE: EN"IDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED iiEFAAT3dEKTOY x.E�LiTQRYAPt1tECoNLIkbIIC RE5Oi�7RGE.S j�R) M�, .3s1�r$ _474 7a BOATeD AND CODE AD�TJIATICO DIVISW.4r T (i86)313-2590 F t7W 335-2543t NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED V � 4,3 NOTICE OF ACCEPTANCE ('BOA) WWW.Xdamidade.eor:ticonoo v 1. Evidence submitted under previous NOA A. DRAWINGS B. TESTS (continued) D. U ALiT'i ASS[TR ��NCE Q 1. Miami Dade Department of Regulatory and Economic Rffxur ces (RER)_ C � CD cu 'Cn N -0 UO "a � PGT 1x&tse ies, Inc. 1070 Te+chmdoq Drh-c, 1_ Manufacttuees die drawings and sections. 5_ Test r�epoat ore 1) Air Infiltration Test, per FBC. TAS 202-94 0 Q C � North Venice, Fig 3427S (Subat lied under AW.A No.11-0107. 04) 2) Uniform Static Air Piesstue Test, per FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS C Scow: 2_ Drawing No. MD-5570.0, titled' Vinyl Sliding Glass DoorNOA {ilbi) `, sheets 1 3) Water R e Test, per FBC, TAS 202-94. 1. Notice ofAeceptame No. IS-OS28.14 issued to Vision Extrusion Limited fortheir M 0 � o M ThisNOA ts.bemgmuedutsder the applicable rulesandregubtions governing the use of constn>eoonmaterisls. The through 21 of 21. prepared by manufacturer, dated 10,05/15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 'U'hite Rigid PVC Exterior Extrusions for Windows and Doors-, dated 08.n 3/15. _tn � O � documentation subinu teed has beenre ed and accepted byMiami-DadeCopy RER -Product Contra. Sectionto 04105/17, and sealed by A. Lynn MMer; P_E. 5) Cyclic Wald Prue Loadingpet FBC, TAS 203-94 expiring on 09i3W19. � (D a)Q be used in MiamiDade County and odwareaswhere altowedbythe AuetcuityHaving7wisdiction {AID if j Faced Erdty Test, pet FIIC, TAS 2Q2-94 2. Notice of Acceptance No. Id-0920.08 issued to Vision Extrusion Limited fortheir "`tom 1E W � Co Q This.NOAshallnotbevalid atlertheexpmaimdateestatedbelow_T'heMiami D&&CountyProdductCentral Secam B. TESTS along withmarked-up drawings and installation diagram of vinyl sliding glass door. prepaeed 1000 Tan 202 and Ughter Shades {fort-i�Wte} Rigid PVC Exterior Extrusions for �-- � .� U) Q (In Miami Dade County) anNorthe AM (in areas other thanMiami DadeCounty)reserve the right to have this 1_ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-44 by Fenestration Testing Lab, Inc., Test Report Na_ FTL SM9, dated 11 (15, stgnexl and Windows and Doors", dated 12/08116, expiring on 12 -9f21. product" material tested for quality apurposes_ If this product or material fails to perform in the accepted will 2) Large Missile Impact Test per FBC: TAS 201-94 sealed by Idalmis Ortega, P. E_ (Test report revised on 12/04115 and 02/11/16) 3_ Notice of Acceptance No. IS-0528.15 issued to Vision Extrusion Limited fortheir moaner, themaaaifacturer incurthe expense ofsuch testing and the ART may immediately revoke, mo dify, or 3) Cyclic Wind Prune Loading per FBC TAS 203-94 b. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) ' ►itlite Rigid PVC £zw­ior Exhasions for suspend the use of such product or material within their junsdiction. RER reserves the right to revoke this along wifhma�ed�p oisawings and installatism diagram of vinyl sliding glass dotyr, prepared 2} Uniform Static Air' Pressure Test, per FBC. TAS 202-94� Windows and Doors'", dated 081131i 5. expiring on 09130/19. accegtaflce, if it is de#erwi$ed byMiamai-Dade County Product Cool Scotian ttrat this pra&oct or material fa ils to meet the requirements of the applicable budding code. by Fenestration Testing Lab, Inc,.Test Report No. FTL 8717, dated 1107115, Signed and 3 Water Resistance Test, FBC, TAS 202-94. ) 4_ Notice of Acceptance No.16-0712.02 issued to ENERGI FenestrationSohitioms USA, This product is approved as deedherein and has been designed to comply with the Florida Building Code, sealed by Idalmis Ortega, P_ E. (rest report revised on 02/15/16 and 02,24116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc_ for their "T Act 3040 and Lighter Shades (Non -White) Rigid PVC Exterior including the High VelocityHunicam Zone 2., Test report am 1) Air Infiltration Test -per FBC, TAS 202-94 5) Cyclic Wind Preis = Loadingper FBC, TAS 203.94 ExtrBsio►ns for i�'urdt►ws and Doors" dated 0911511�6, + on 02'04r�?1. DESCRIPTION: Series ` _457M 770"Vinyl Slag Glass Door (Reinfarced) w/ wo 901 & I3,r0 earners-L3LI. 2) Uniform Static Air P'ressrtte Test, per FBC, TAS 202-94 along with marked -up dtswmgs and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No-16-0712.04 issued to ENERLGI Fenestration Solutions USA, _4XM0 AL DOCUAJE'.%T: Drawn No_ MD-5"70.0 Rev B, titled "V Glass I�rNOA 8 s 3) Water � Test, per FBC. T-AS 202-94- by Fenestration Testing Lab; Inc., Test Report No. FTL 8551 dated 12044115, d and Inc. for their "Bronze and Lighter Shades of Cap C vaned Rigid PVC Exterior 1 t>rrough of 1, prepay dared 10105115 and last revised on O 1. signed and sealed by 4) Large � Impact Test per FBC, TAS 20194 sealed. by Idalmis. Ortega, P. E_ (Test report revised on 02l152016) Extrusions for Windows and Doors" dated 09n/1546; erring on 04/16I20. i ring th Miami -Dade A. Lyra Miller, P.E.- bearingthe M;ams-Dade Coua�rProdn� Control Revision stamp with the Notice of amp wit 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Presmse Test per FBC, TAS 20294 6. Notice of Acceptance No=16-0712.03 issued to ENERGI Fenestration Solutions USA, -White Acceptance rain and expiration date by the �Kami-Dade County Product Control Section. Forced Test, per FBC, TAS 202-94 � Entry 2) Large Missile Impact Test per FBC, TAS 201-94 Inc, for their Rigid PVC Exterioi- Extrusions for Windows and Doors" dated NfiSSD.E IMPACT KkTING: Large and SauklINksdt Impact Rmismar along withmarked-up drawings and installation diagram ofvmyl sliding glass door prepared 3) Cyclic Wind Preswre Loadingper FBC. TAS 203-94 0&10117, a Viring on 0228118_ byFenesxration Testing Lab, hkC., Test Report No_ FTL 8546- dated 11106115, signed and along with marked -up drawings and installation diagram. of vinyl shding door, pnq mod 7_ Test reports No(s). 104002-792(A), 1&-0G&M0527, 535753-09. per ASTME-84, Limitations: 1. See table i (sheets aryl table 2 (sheetD forapplicableSGD unit sizes, design pressures, winforcements types, sealed by Idalmis Ortega, P_ E. (Test report revised on 01104/16 and 02i112016) ;glass by Fenestration Testing Lab- Inc., Test Deport No. FTL 6638 (samiplm A-1 tbru A-22), dated AS'INID 1929 and ASTUD-635. issued by EXOVA toVision Extrusion for cellulosic types, sill riser (see tables B-1 & B-2, sheets 7-9) and anchor layout sheets requirements in 1 I thru 16_ ? 3. Test repeat on 1) Air Infiltration Test, get FBC, TAS �OZ94nder 1 L�19i 10, and sealed JorgeTe A. Canso. P. E_ (Submitted 1'� Q4110�r Il- composite materialmaterialglass 2. Rigid While PVC, Tan (E'iou-�wirite) Rigid FG°C and Brvwu coated (P$ir�ed or laruinmted) white Rigid P�v C to be 2) LTnifcuut Static Alt• Pressure i'#'sIt, per FBC, TAS 2tI2-94 01 0i (l�tl (S'uL milted ttudet' ��►rt?_4 !4ro.11-lTl trl7. t74) labeled per r�efeerem edNiOA's requirements. 3 Water Test, per FBC, TAS 202-94 ) 8 Test report on 1) Air hnfilttatiom Test, per FBC. TAS 20294 8. Notice afAcceptance Nto.14-0916.11 issued to Kivaray America.. Inc. for their 3. Egress operable doors must comply with min car width or height per-FBC requirement, as applicable 4) Large Missile Impact Test per FBC, TAS 20194 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 "Sen.tn-Glast (Clear and NNIke) Interlayee, expiring on 07/04/18. 4. Pocket walls under separate approval. to be reviewedby Building official 5) Cyclic Ranch Presstne Loading per FBC. TAS 203-94 3) Water Resistance Test- per FBC, TAS 202-94. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc- for their L AXInM G: Eachunit shalt bear a penmanent label with thenanuftwwrer`sname or logo, city, statue and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 "TrosrfelS, Ultraclear. Clear and Color PVB Interla*j ers", expiring on 07/0&19. n following statement: "Miami -Dade County Product Control Approved ,noted herein alb with marked -up drawings and mstW ho a diagram of vinyl sliding glass door, prepared 5 Cyclic Wind Pnmsurae Load' FBC, TAS 203-94 ) C"y mg pet RE.'s'EN AL of dusNOA shall be considered after a renewal application has been filed and there has beery no by Fenestration Testing Lab, Inc., Test Report No- FTL 8547, dated 12I4/15, signed and 6) Forced Entry Test, per FBC, TAS 202-94 F. STATEMENTS char in the able codene We affec the a ofthis � aPP'� � b� � � � Fes- sealed by Idalmis Ortega, P_ E. (rest report mired on 02115/16) along with marked drawings and installation din of 1 slid' door, g -�� '�}' � P, � 1- Statement letter ofconfomxtnce with IBC-5&Edhion 014 and FBC-6&Edi ion � ) TERWN-MONi ofthisNOAwill occur after the expiratiotdateor if these hasbeen a revisions or change in ffie 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc" Test Report No-FTL 6337 (samples A-1 thru A-5), dated (2017), issued by manufacturer, dated 08114/17, signed & sealed by LynnMill, PE_ materials., use, and+or maau�C.asrre of the product or process_ Misuse of Phis NOA as an endorsement of any prorlact, 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 12rY36t10 and sealed by Jorge_ Cam, P. E. Submmitted under IVO.A 1'Vo.11- t � � 2- Statement letter of no financial interest, dater! 04/18i17, issued b manufactur r, y ��d for sales, adcertisurg or any othevpurposes ill automatically tesmitmte this NOA. Failures comply with any 3 Water Resistance Test, FBC, TAS 20�-44 ) Per d107.119 ) & sealed by Lynn Miner, P.E. section oft his NOA sludbe cause fix on and removalofNOA. 4) Large NsW a Impd Test pef FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. ADI'ERTIESE-�f -N-r: Ike NOA number preceded by fie words Miami -Dade County, Florida, and foIlimed by the 5) Cyclic Wind Pressures Loading per FBC, TAS 203-94 C. CALC LTLATIONS 4. REK Test Proposal No.17-0397 dated 0905/17, Signed by Ishaq C"banda. RE - expiration date be m advertisin literature. If art ortiou ofthe NNOAis displayed, then it shall be �' ��� g yF displa}' 6) Forced Enhy Test, per FBC', TAS 20294 i _ Anchor verification calciilatioans and strtictttral analysis, complying with FBG-2014, done is its entirety. along with marked -up drawings m. and installation diagram of vinyl sliding glass door_ prepared prepared by PGT_ dated 12,W3 Sand last revised on 02115C16, signed and sealed by G. OTHER INSPEC 10N: A copyofthis entire NOA shallbeprovided to the userby*e m&w&ctuwr or its disui tonand by Fenestration Testing Lab, Inc:., Test Report No. FTL 8r*48_ dated 12104il5, signed. and AnthonyL Mailer, P E. (Submitted unde►ry'L'O.A r'1'p.151:210 (11), 1. Notice of Acceptance No. I5-1210.01, issued to PGT Industries, for their Series shall be available for inspection at the job site at the request oftheBuMing Official. sealed by Idalmis Ortega, P_ E_ (Test report revised on OL04.16 and 0211136)_ s. Gyvtg t with ASTM E-1300.09_ "5570)2770" Vinyl Spa Glass Door (Reinforced) - L.�.L". g on 0444/21_ This NOA revises & renews NO A 424d429.05 and consists, of duspage 1 and evidewepag�es E-1, E-2, E-3, E-4, r 1 � �_i� � � i !� • , �, t� q .> t( _c E-5 & E-G as well as approval document merotio dabave. The submitted documents ioan was rev'iewed by Ishaq b Cliands, Par. Idwq L C kmla, PX. Ishaq 1, C ands, P.E. � T+'. Ishaq_L t'haada Pam. N Product Control Unit. Supervisor Product Control fait Supervisor Product Control unit Supervisor NOA No. 21-0.10SA3 NOA. No. 21-020.03 NOA No. N-020.9.03 NOA Na. 21-0205.03 ore tWQ0WZM j EspirationDatet Apriil"1,2026 A.pproral Datc:blarch 25, 2021 Evpiralfonl#ate: Aprallt,2t128 Approval Date: March 25, 2021 EzpirationI?ate: _lpril14,.026 Approval Date: 11Iarck 15, 2021 E:piratian Date-: April 14, 2026 Approra I Date: brarch 15, 2021 o ti G CLD ' Pare 1 L L � i < Li PGT Industries, Inc. CGI Vimdows and Doors, Inc. PGTlndustries, lac. ' 'D :? NOTICE OF ACCEPTANCE: EN71DENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE St�B'3ril W 2. Evidence Submi!W under previous submittal E. MATERIAL CERTIFICATIONS (continae) 3. New Evidence Submitted 5. Quanex Part Suw Stnacer Standard complying with ASIM C518 Thermal Conductivity 4" DRA'"INGS 0-881 BIU-W ter. -€tom °F, ASTM F 1249 WVTR Pass, ASIM D3985 Oxygen ­Pass, ASTM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B. tilled "Vinyl Skiing Glass Door NOA (I.M)" sheets 2190 I.G- Durability -No Fog -Pass. (Submitted under presious '1'0_A .Ye.154409. 05) I. Drawing No. AID-M70.0 Rev B. titled -Vinyl Sliding Glass Door NOA (I.M j , sheets 1 1 through 21 of 21, prepared by marn.factut er. dated 10,05il 5 and last revised an through prepared by facttuer. dated 10105115 and }art revised an O2/012I_ 0412Li20, signed and sealed by A_ Lynn Miller, P.E. 6. � Part urase complymtg with ASTM C518 Thermal Conductivity 2.22 BTU-ini Signed sealed by A_ Cyan Miller, P.E. d e le Mille cn hr_ W R P -°F ASTM F 1249 WVTass, ASTM D 1434 Argon P Pass, ASTM E Niter Th revision consists. of same existing stalled oxn screw ve ith flat head_ S� B. TESTS 2189 I.G. Durability --No Fob, ASTM E 546 Dew Point Deve�lopmmt 20aF in 48 hconsists.replacement 1. Test reports on: 1) Air Inf ltmioa Test, per FBC, TAS 202-94 (Submfted under NOA No.15-Its#(.05). 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 o 7- Vision Exttrt sions, Ltd. Parts comply* with PVC-AAMA 303-13, Vottmtary SpecificationB. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior .Profiles for Vision Extrusions, Ltd= VEX-1 by I. None 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration F.xterior-Profile Certification Program (Snbmmed under NO -1 No. 15- CCALCULATIONS 5) Cyclic Winch Prue Loadingper FBC, TAS 203-94 0409 65) L Notre along with ma&eid.-sop drawings and installation diagram of all PGT Industries, Inc_ 8_ Vision Extrusions, Ltd. Parts complying with P VC-AAMA M3-13- }, representative .nits listed below and tested to qualify Dowsil 791 and Dowsil 993 silicones, (SubmMed under NO 4 No.15-0409.05) D. ASSURANCE =:3 � prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9_ PVC-AAMA. 303-13, Voluntary Specification for Rigid Pow nyl Chloride (PVC) Exterior QUALITY FTL-7897, PGT PRt5520 PVC Fixed Window (unit 6 in proposal), dated 09rO3r 14 Profiles for Vision E"uucns, Ltd_ VEX-1 by AAMA Fenestration Exteriar Profile 1. Miami -Dade Department of Regulatory and Economic Resources XM)_ FIL-20-21071, PGT SGD780 Ahumram Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Ahmi Outswing Casement Window (unit 8 in proposal) FYL-24- 10- Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E, X4,TERI.AL CERTIFICATIONS. CU 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, their "`Tan 3040 & light shade (non white) 1i►W0 Rigid PVC Exterior Extrusions for 1_ None: of Acceptance No.19-0305.02 issued toKuraray America, Inc. fortheir PGT PW7620A Ahmfmum Fixed Window (unit 10 in proposal) dated 07/13120, all signed Windows and Doom, expiring on 02r04,r2 t . "Trosifolt Uliradk%r, Clear, and Color PN B Glass Intetlaseze, exgriaiug on 07VSt24_ and sealed by Idahmis Ortega. P.E. 11_ Notice of Acceptance No. 18-0122.02 issued to Ene igi Fenestration SoMiou, USA, Inc, for 2. Notice of Acceptance No.17-0808.02 issued toKar'arati America, Inc. for their their series '`%like Rigid PVC Exterior Extrusions for Windows and Doors", expiring on "SentrTGlast (Clear and ffl&e) Glass Interlayeri" e?i xrmg on 07/04123_ > C. CALCULATIONS YBC 76 0212823. 3- Notice of Acceptance No_ 18-1106.10 issued to Vision Extrusions Limited for their `Brown O CL Q 1. Anchor velifir iotl Moats and structural analysis, complying with 12 _ Notice of Acceptance No. 2tl-0203.03 issued to Emetgi Fenestration Solution, USA, Inc_ fort Coated (Painted or Laminated) White Rigid PVC Exterior Exti' Wous for i'�'indoa^s Edition (2020), dated 040-220, wed by marru cture-r_ Signed and sealed by their "Bronze & hot shade cap coated White Rigid PVC Exterior Extrusions for and Doors", expiring on 09130124. � -t—o AnthotrtyLyn Miller, P_E_ Tirindmvs and Doors". expiring on 04,i1625. 4_ Notice ofAcceptance No.18-II06.11 issued to Vision Extrusions Limited for their series � 0 2. Glazing complies with ASTM E 1300-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter shades (l on--�'hite) Rigid Cellular PVC Exterior � D. QUAL-111' ASSURANCE F. STATEMENTS Extrusions for Windows and Doors, expiring on 12129r11. O Miami -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7o Edition (2020), dated 0422f20, issued by t� manufacturer, signed and sealed by Anthony Lynn Mtn P.E. F. ST AMIENTS E. MATERIAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued bymanufacturer. dated 1_ Statement letter of conformance to FBC 7a` Edition (2020), dated 020L21, issued by � 1_ Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their 04/1 MO, signed and sealed by Anthony Lynn Miller, P.E_ mannufacitm signed and sealed by Anthony Lyra Miller, PE.' Cn `cTrosifoW Ultraclear, Clear, and Color PVB Glass Interlayers , expiring on 3. Private Labeling Agreement document between PGT_ dated 03f3045 and sages by all 2_ Private Labeling Agreement dated 03,10&/21 between PGT Industries, Inc. and CGI 07r08r24- involved patties Windows and Boors Inc_, signed by Dean M. Ruadc, P.E., V.P. Engineering, on behalf of U � 2. Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. for their "Sent both coopatt;es. Q gGla , (Clear and White) bass Interlay err". expiring on 07/04lt_3. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Fusions Limited fox their `Brown L This NOA revises'_ OA# 17-0420.06 (PVT w/CGI) and updates to FBC2020 (76 Edition), G. OTHERS Coated (Painted or Laminated) , Rye Rigid PVC Exterior Extrusions expiring O4f21r21_ 1_ This NOA r'e *es & renews NO:4,# 20-0429.05 (PLA w/CGI), expiring OV142C for V'mdows and Doors', expiring on 09I30124. 2- RER Test proposals #19LI155 dated 01r 100-0 approved by Ishaq 1. Chanda, P.E, expiring 2. The cturent associated PL4 CGI file. #21-0205.01, expiring 04/14i26. O � A. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their 0411421 s"VE ITan 202 and fthter shades (Non-11�e) Rigid Cellular PVC ew 000 _ ts. �, , c'` /,n „.�.. 1. " L� W � U Exterior Extrusions for Vilmdows and Doors7, expiring on 12/2921. ru i + n-k f Ishaq L Cloada, P.E. Ishaq L Ganda, P.E. Z J Ishaq L [reach, Y.E. Product Control Unit Supervisor Product Contras Unit Supervisor Z Product Control Unit Supwriser NEI.& No. 21-0205.03 Ni?A No. 21-020S.E13 a NOA No. 21-020.03 Expiration Date: .April 14,2016 Expiration Date.: April 14,2016 J ExpirationDate.- _Fri) 14,2026 Approval Dte; March .'a, Nll Approval Date: h:reh +S, .+ 21 [L Approval Darr. March 25, 2021 E -5 g -6 E -t SHEET NO. May 27, 2022 PA 1 1 W �J U MIAMNDUX MIAMI-BADE COUNTY O L O 2 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (1)Q tU DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 i - -� -.-' BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED a) CCU Cn -cu- NOTICE OF ACCEPTANCE (NOA) M=,miamidade.Qov/economy 0 N � p � � Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 OL L tv 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS EL Seiiner, Florida 33584 1. Drawing No. titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of L� M 0 4-a O `'— 12 prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Craig Pa, 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " (� O j On -O SCOPE: „ "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ,sheets 1 through 3 of 3, prepared by LT4612, titled Cast -Crete 4 , 6 & 12' Lintel Safe Load Tables , sheets I Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all - — O O L O L- This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared signed and sealed by Craig Parrino, P.E., on 08119114. � O +-� Q C Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P.E. g y g revision dated March I1, 2008, all signed and sealed by Craig Parrino, P.E., on .0 Ca 1.-. (f) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS -C — (AHJ). 1. Test report onJlexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade County)and/or the AHJ m areas other than Miami Dade County)reserve the right to have ( ( � b Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and y pp p � 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, 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. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALC11?LATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05/29/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2- Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the Hi Velocity Hurricane P PP 8n P Y � h' Parrino. P. signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 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 June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 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 bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", 1. None. B. TESTS "Cast -Crete 4 6" & 12" Lintel Safe Load Tables sheets 1 through h f 3, prepared b 3 0 p p y 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, ZD08. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. g PP g g y 8 Pe P B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the p g 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. UALITY ASSURANCE Q product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (REV. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 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. L CERTIFICATIONS MATERIA 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and ,r C) O E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. M ar, P.E., M S. Pr net Control Section Supervisor elmy A. Makar, P.E., M.S. duct N i %C 7 W- 11 1141'-� elm A. Makar, P.E. M.S. y oO ; f M N -� ,/� NOA No. 20-0630.15 Pe NOA No. 20-0630.15 Pro Control Section Supervisor P NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 d /7 Expiration Date: 09/11/2023 P Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 P Expiration Date: 09/11/2023 C:� 0�0 2a Z a APProval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 0820/2020 = Qj fit Page l E- E - 2 E-3 C „ L �� - - 'f u, T- � 4{ li •3 � '� .e Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 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. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. None. F. OTHER F. OTHER L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.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 Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L� 6.0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 0 1. None. a- C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE �J M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U M E. MATERIAL CERTIFICATIONS Q 1. None. O_ F. OTHER 1. Article of Conversion for a name change.CU O s^ LU C*elmy A. Makar, P.E., M.S. Cl Hetmy A. Makar, P.E., M.S. Q CD Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Q Approval Date: 0&20/2020 Approval Date: 0=0/2020 E-4 E-5 a. SHEET NO. May 27, 2022 PA 1.4 Z1. I 1 LI r= INc_ TTLUT TESTING & ENGINEERING COMPANY WAT TF.R A. TTLLIT, )R., Pb. - - - tilteoo@301.Com PLPY.Lb Vm\o. NIIF; n C A Lj m N.,.0006>,y PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC 4800 S.W. 51 Street Davis, Florids33314 1- PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part 4# his Evaluation Report, A �AAA�.1ttlp A TQ f!!,,, - --�- No, 44167 . . , I7t': '4 : _* 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PRODUCT EVALUATION RE1!0XX q0, 2Q&7MA 2 2.2. TEST REPORTS: Large missile impact and fatigue load tests were perforated under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated OB109/1996, #9e-570 dated 09118/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 1010511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. DCM-197 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed b Frank g s y Grate, P.E. 2.3 &TRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03112/15, signed and sealed by Waiter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4.11�fIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.O.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. N1"t1111111111N/a,// ,%%` x .: ru(/,* N 9� a AQ�''��GENStc '/ . � z -tom = ,�AA167 1 e - ,; # 11 O,c:••. F10R10 ,.--' : 'N',,SSION AL tiNCo`A0 "'IfIlNH11t N,Npll� PRODUCT, W AL gAT10N REPORT NO, 20•4729.01 3 B MATERIAL CHARACTERISTLCS AND IS PECIFtCAT10NS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Waiter A. THlit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tiltaco, Inc. (Florida CA-0006719). ,R`- �CENSF•'.9'.'£ --,z__��a.4416T --_r -1-*: '* '*B i'�,k1'FC 6?-c'-, STATE OF - 51 Sy'''•pl .. @N>4110S IIIIIIIIIIII01111 WAT9L DA TILTECO ADMON RECORDS 1 P. E. REPORT-20 %GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEL% ORWG a 20.1761 REPORT a 2DO72a.D1 ILI ECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTERA.7ILLIT. M, RE tl1PRODUCT EVALUATION REPORT pF TA a6. 44I67 ILIA,L 'aA-)6'19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P,E,Dj; Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inte�`�gl(+�na�1:i�7+Q;rjflls Evaluation Report. +1`�' ....:... z/3"'. 1, --`, CENSF ., `., }�k_�--TSz - N'1D. 41167 1•13• STATE OF ioz. E $ 0.. FC iOP , ' �4 F ., OR GNP`: 6155 N,W 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-15��1�Ab1bt' 4°i-1531 PRODUCT TV 1. "ATTON RKPORT NO, 204717.02 2 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as r section 6 9.1.2 of the Florida i per 1 0 o da Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida Rep ort # 0814.0i-01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per CC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs_ design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tlllit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. � �n�111 111J, , 'I\GENSF' .:/� sy -� _ :7Ta 4zki 67 �i L %f ldL Tt *' / T. -o'. STATE OF �¢ e'- i,�A, yslS �ONIAI'i�N;`la PRODUCT EVALUATION REPORT T'O• Sa.rM•T9T rn 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7 LIMITATIONS AND CONDMONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tllteco, Inc. and signed and sealed by Walter A. Tlllit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Wafter A. Tilllt, Jr., P.E. (Florida License No. 44167), President of Tliteco, Inc. (Florida CA-0006719). WATULL D:1 TILTECO ADMON RECORDS L P. E. REPORT.201 GALVANIZED STEEL STORM PANEL \ DRWG M2D-/751 R -6—• (D CD L U) CO I O `0 U I- " '0 OL a) c C-O CU 70 Q- . 0) U a)U) W -0 U _-0 _a O —0L- C O O ICUp LL CU > W � � W CU O Q -0 .- Cf) Q Q 4 Z Z W J COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS ������pp���� �,I�I•E� SCALE 1/2-T7 1/4, 2/4, 3/4, 4/4, S/S, 7/5, 1j In FCR r.iloLl6ri: B.]) N CASE TNT PRECAST STONE OR PRECAST CONCRETE PANELS. STlA IN OR WOOD BEHIND SE FOUND ON THE ( 1W 10, 2W 10, 3W 10, 4W 10, 11111D EO! 90 OAOE OM]lY® Elm EIOEu felBel E)U57IRG WNl. ANCHORS Sf4M1 8E LONG D+oDGH m REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. / / / / 6/$ I. STORY PANEL SHOWN ON 1H5 PRODUCT EVALUATION DOCUMENT (P.E.D-) ,AS BEEN VERIFIED FOR COYPUANCE IN ANCHORAGE SHALL BE AS MENTIONED N B1) AND N 6.2). - -.. ...... -_ 15.196' (TOTAL wumN - -_. - __ _.. -..__ _ _ - - -_.--_ -. 15.196- (TOTAL WIDTH)- - SW/10, 6W/11 A 7W/11 ACCORDANCE WITH THE 2020 (7MI EDITION) OF THE FLORIDA WADING CODE (C) TD EXISTING RO IM S,Hxm ,.^s•'o C -.- .._.__ . a IW YN-1: -12 SOD' (FfTECINE WIDTH) -- 1/4- TAPCON ANCHORS. E YNND PAIVRED 6Y iW. BDRDRS NC. I e 1 a _-- _ -__. --, --- --_. --.6.250'- -- -- - -I' YIN -_ -.-._- FOR WOOD SEE SECTIONS ON SHEETS 10 a 11 -.-�1• MN. DESIGN WIND LOWS 574ML BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED COOS. I ' _ _ - -- __ _ _ _ _ _- ___ � - 3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 a 0 _. _ __ _ ]' WJI_ FOR A WAND SPEED AS REWWED BY THE JVNSOIC/DN WHERE THESE SHUTTERS WILL BE INSTALLED AND - /IOC-t0 G SCREWS FEMALE D AND PANEIJMTE PLUS ANCHORS, AS MAUFMTURED BY ¢CO CONSTpICiIOIN PNOO,CTS. -... -_ - -' / ,. 1 {'. LAG SCREWS PER N.D.S. --1.3---1.3'A'__. •- 1.350' - : 1.500 .'�.500' FOR A DREDESIGN SSURE RATINGS I CCATED ONSHEETS TSCE 7-16 12. 5NU1. NOT EXCEED THE IIAXWIIM (AS D) - / /-. , : 1 "4 � r r 1.330•- ;� 0.036' I IN" -1.350 A O O /' 0 O I -) IN ORDER ALL RE T RIFYTHE ADM G DESIGN W9NIMATE DESIGN SYU WIND LOAN G�Sit DE ORDER 10 16 C.1)/1RltlYUY S/T19tF.tpEC PENETRATION TRA ION I3* WOOD BUSHING. AS NTO WOOD OF TAPCON ANCHORS $,,,�LUPTEC BY ALL POW SCREW, LT SPECIALTY BE 1 112- AND �• FOR ¢CO PANFIAATE PLUS F- i, y� I • 1 f- ,( _____i _ - 1 ti D.M..O2 , U ® f____T__1__T_-T-_'__ T-_T___ _ __ T _ __ ! ___r_T__T__�___T__l_ _T__;___. __T_-' _. _ ___ _I -- I CED TO COMPARE THESE W/ MAX. (AS. G) DESIGN PRESSURE RATINGS NDICATED ON SHEETS 7 THRU 17. 1{, 15. 16, 19 a 20. AND PANEtA1NE FEMAE ID. /! 1 U 2.657• dL"I" STEEL EDGE / " '"' ) 7 2.837I G-W ONLY. E .ice / / O•l,•© r I I I nt - i _ - C.2) YWWNVY THREADED f+ElETRATION OF LAG SCREW, N70 THE WOOD FRAME 11N11 SILL fE 1 1/2'. NO THREADED 2.000' 'r ! TYP. AS711 A-633 t I 2 I _ TYP. _ T T`% I I I 0� f .'L y IN ORDER TO VERRI' THAT ANCHORS ON THIS PE.D. AS TESTED WERE NOT OVER STRESSED. A 33E INCREASE W ALLOWABLE )PENETRATION INTO STUCCO SHALL RECONSIDERED AS PRAT OF THE REOUNED THREADED PENETRATION - - --1 _ _ _ . _ _ M-HEMM� _ . _ _ _ _ _ _ _ _ _ _ - GRADE b YWM DETAIL a.l I _ _ _ _ _ ` _ E D _ _ DETNL a,.; o " �j U v STRESS FOR WIND LOADS WAS y0i USED N THEIR ANLKIS FASTENERS SPACING TO W000 HAS BEEM DETERMINED W ' , 1 - .._J - _. _ --� :,;_ - - L 1 I II r L ;; i _L�_ 1 ACCORDANCE MM N.D.S. 2016. C.3 MWIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING L�ETUL A H.S G-eo GAMY ' �AE A _ . _ _ _ _ _ 1,150' {a.S 1.. _ 1 1. - I i I E'I �A�A ` 1 +• j- STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HIAS BEEN VDW" N ACCORDANCE WITH SECTION 1526 OF 1 I Q K/ l.- THE ABOVE MENTIONED CODE AS PER HURRICANE ENGIMEERNG A TESnW INC. REPORTS 96-569. 96-570 a 96-T30 AND C.I) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE S/8• 1/4• 0-20 SCREWS USED SHALL BE 1 1/Y LONG MWINUY FENESTRATION TESTING TAB INC. REPORTS / FLORIDAREPORT AS PROTOCOLS PER T1, TAS-202 TA AND TAS-203. C.5) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARS BE FOUNp ON 7NE EXISTH/G 1 STORM PANEL END STORY PANEL � •. --,.750 - ,.3so MOULD STUCCO EXIST. AMD I' MINIMUM FOR WALLS WTTH NO STUCCO -__ - - _-1.z50• - -- - _ _ -Tr- .T - -T T---r T C3 C r AS WEl1 AS AIERIGW TEST LAB Q SOUTH LORA REPORT /0219.01 -09, AS PER TAS 201, TAS 202 AND T I- TAS 203 STANDARDS. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I I �rc 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-r6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SKET 2 ANCHORAGE SHALL OF AS MENTIONED N C.1), C.2) a C.4) 0 �-. 30. ---..- © i_y_.. l i' _i- - -' _ -.-I i i I �t I `y J. AL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-H 11 ALLOY. 1 ---- .. __ - , I � �.J (D) ANCHORS STALL RE INSTALLED FOILOWING ALL OF 11E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 150; 2.187' I ! ' -I - - - - - - - 1 5 {. AL STEEL SHEET METAL PANELS BALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 50 M"MUM, G-60 PAdiY [� - .Too• R G 1 .t25' - .750-_ 1/I .-i0, t/{Y-2a .123' 17r. _ _ GALVANIZED Srz¢ DESIGNATION W S. PANS MAY ALSO BE INITIALLED HORIZONTALLY FOLLOWING INSTALLATION DEfN15 SHOWN ON SECTION 3 THROUGH 10 (SHEER a - - - _ 1.250• gyp• -- I YW SERIES 3p1 9f1m UNBOLTED PANEL$ ! BOLTED PM1F15 W/ 1/N-20F1• /fY. 56.5 bi (AFTER ROLLED). THROUGH 6) EXCEPT THAT HEADERS ® a a) SHALL NOT BE USED. w/ N[Y.CD EDGE. R ----- - a _� , 125' SS. STIR nVflFD S.S. STUD RAFTED - .750•- SEE SECf10N5 AS , S.S. M.5. BOLT W/ 7/8' . 3/32• r •� __ .7D0' I , I0 AXQ1E a TO ANOIL • 1 ( WINI.TNUTS O EA O'VERLM _ - 5. ALL SCREWS TO BE STAIM.F55 STEEL 30{ OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER o-. ' 1 17 1/Y 0.0 12 t/2' O.G. APPLICABLE) ' I - 9. TT SAL BE THE RESPONSIBNTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE , 30.08' 100 I I I. (SEE SECTIONS AS APPLICABLE DIN SOOTS W/ 50 bl TELD STRENGTH AND 90 Lx TENSILE STRENGTH a SMAL COURT w/ FLONDA BUIIDR/G CODE ATTACHED TO RNSURE PROPER ANCHORAGE THUS SHUIfER Si1l'L ONLY BE ATTACHED TO CONCRETE, BLOCK OR W000 FRWE '� SECMN 2111.3.JA <11-7--� 3.375• i I.j00' 1. SOX. I I _ ' 093• 2,n' ) ; l I- -1 ..1_ : (-._ _ I _ i _ _ 1 1_-. 1 I L_lJ ) BUILDINGS. .093' - .093' 2000' SEE .939' 930' I1ET , - -- - -;--� - '-T - - - - - I T`•' ,I -�� - -- -- (- - OEfAA , TT 1 ii 8. 9ptTs TO BE ASTM A-3D7 GALVANIZED STEEL OR N51 JO{ SERIES SrAR4ESs STEEL W,M 38 bi MINIMUM YIELD \�]' I! a 375; T - _. 1 1 { 1 I STRENGTH. 10, EACH REGULAR STORY PANEL MIN LENGTHS OVER W-8 THROUGH 12'-/'. AS PER SECTIONS 6. S. 9 a 10 AND ALTERNATIVES SW. .2.125' I E2p'f 1--L25t t I I I T I E0 I . 7 ANCHORS TO WALL SIMIt (E AS FOLLOWS: 9W a TOM ON SHEETS 5, 6 A 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MAIONG RISTRUC1`W OWNER OR IEYYE JJ�I .bo - T (_ --_-).125' - T __ _ F I I v .. TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURHO PUIIODS OF HURRICANE WARNING. '-'' �' iE a .37s'I . + I I I I 1 _, (A) TO EXStING PIXIIIFD CONNCIETE. 11. THE (NSTALIATION CONTRACTOR IS TO SEAIJCAULIt Nl SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUUMS CONTACT WITH 1 aw I jIl 1/IAL R _w< - -S' Yw. --... - I.SDO•. - 1.500 -•�I I I I I N '` - 1/{'. TAPCON ANCHORS AS MANUFACTURED BY I.T.W SUILDEX. INC. (Mn rc-3192 Psi) THE BIALDING TO PREVENT AND/RAIN INTRUSION /� - ® ®O � - -- - ' I--- I , I _ I - _ � 1 I .� I - 1/{• .. 7/8• CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT NC. (MN. N'c-3000 p...i.) PROVIDED BY THE JURISDICTION WHERE PERMIT R APPLIED r0 ISOMETRIC VIEW DETAIL L' 2.000' L'- ' __ OI O -. 1._ ._� _ (__ __ :__ N , - ,/{•. ,I 3/{' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SSW, BOLT a SPECIALTY CO. 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ROUNDED CORNEA s ENDS OF PANEL'S IR . . M D.M.. 4 + . -- -: I o - i - o -- - s : • �- -- 2 000' 1 (16r,. rc-300o P•.-) ENO UP w HEMMED EDGE. ^^'' - + - ) /1{-ID PANELMATE FEMALE D a PAN¢MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS . (NT.S) O Wh HEADER (� U HEADER O ANGtLE © ANGLE WITH STUD ® ANGLE WITH ®+©•&®• &rr L' 13 (.) THIS PRODUCT CIFICEVALUATION DOCUMENT R E.TH PREPARED SY TS ENGINEER R GENERIC AND DOES NOT PRONOE IIEORLNTDN - .1 (ON . rc.J]50 D..i.) FOR A SITE SPECIFIC PROVER: LW WERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. REVERSE STUD - Y MR. - i/4. 2/4, 3/4, 4/4, 5/5, 7/5, 3• IMX - I/{Y CF TIP -GRAN ANCHORS. AS MANUFACTURED BY TNT! -FAST CORPORATION (rc.3600 v..,.) (. _-- --1 VANES f' MIN. - -1' Yet. -' 2 - f,.._ - (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND RISTAUATDN INCLUDING LIFE SAFETY OF THIS PROD I1Cl I SEE W. 1W/10, 2W/10, 3W/10. 4W/10, 6/5C . . A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/1•, 2- FOR PANELMATE FEMALE BASED ON THIS PE.D. PROVIDED HE/SHE DUES NOT DEMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. �-1 ,/I. A 2/1. .�. .374]7{• SW 1O, BW 11 A 7W 11 �`.� TIP. TOP EDGE -- -0", .OW - .750' - / 6W/it D AND PIVNFNALTE RlK AND 1 1/1' FOR CF TAP -GNP A/ICHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 _ -D , 3w,OF PAIQ .1a6'«.1aal� JIG'f_ -J_ -_1. i _ ..I 125" 1/{'•-20, 3" RRNS ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS S a 9.. _ - . . _ __- .A2) CAUL -IN a SOLID -SET ANCHORS SHALL 9E EMBEDDED 7/8• IN O THE POURED CONCRETE. NO EMBEDMENT INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. �', 1T,-- r y-I1f._- 1.1 f.. '.8.¢ STUD Is.E'fED 10 --_-----___-__�_-.-LOR w000 SEE SECTIONS ON SHEETS 10 a 11 JSTUCCO SHALL BE PERMITTED. 1/{' .-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SOULD STUCCO EXIST. I 1.{07.1.00.J'625' i 3i5' L _�-., - - _.-�5 0' ANOtE • ,a ,/2'OC, / `� - NO 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR AL TREADED SCREWS W/O HEAD. (d) SITE SPECR"IC PROJECTS SHAL BE PREPARED BY A FLOIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TQ 1 671' BUT WITH WING NUTS. ENGINEER Or RECORD (EOR) FOR THE PROJECT AND WAD WILL BE RESPONSIBLE FOR TE L- -- 1.]IS' �062_1.67,•1.50C , 1.015• PROPER USE OF 1H P.ED. EWGNEQi OF RFCORO. SITEI: AS I C ORAUFD ENGINEER TO THE 6/ L AT _--_, -)- •-�;5. 1 __ - - t H LS C1) A fk ELEVATION AJ) N CJUSi TINT PRECASt STONE. PRECAST CONCRETE PANELS, PAVERS, H THE AI WOOD BOARDS BE FOUND ON THIE P.ED ENGNEER, SHALL SVBMR TO TH15 UTTER TFE SITE SPECFIC DRAWINGS FOR REVIEW. AVER ,9S71. DUSTING WALL OR f100R•ANCHORS $HALL LOAD ENOUGH TO REACH iNE IMNN $7RUCTVRE BEHND SUCH -- (.) THIS P.E . SHALL BEAR THE DATE AND ORDNAL SEAL AND SIGNAT1IRE OF THE PROFESSIONAL EVtIn PAI1Ei � + -la -_ I�' - Oe{• Ni.$. PANE15 ANCIIORAOESINLL 9E AS NIXfI0NE0 IN AI) AND W AZ). --- 2.000' -- ENGINEER Or RECORD IHNT PREPARED IT 7.000• OKEY HOLE WASHER y-iTI1',) (Bl i0 ESTNG r- tE ORS ANAL ASDI C-90: 1{. SWITER MANUFACTURER'S LABEL SILL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4' M... GAP - 1/{' . m 7/8' ANCHORS AS ORS.MANUFACTUREDMANUFACTURED AC I, r. W. DEWALT. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 17D9.9-3 OF RONOA BUILDING CODE, OIE LABEL --.053' © WF• TRACK ANGLE ® ,j/g• •F' TRACK ® FLAT PLATED 2.6P f /1' • . 7/6' CALK N ANCHORS. AS YMIUFACTUREp BY pEWALT Inc. (MN. I'c.1500 P.tl.) SHALL BE PLACED FOR EVERY OPENING. LABELING To COMP'♦ "Y' SECTION 1709.9.2 OF THE 0.036- (MIn) --"'DB{' LLr to" -0 A P ,�[/ (MN r-law P.. �) INTS Drwwmc SHALL a/aT BE USED To Mn. ,s• Lnlc - - - - 1 - N �� A; TI 7, - /1{-10 PANEIWTE fE11NF NAND PAN¢1MTE PLUS ANCHORS. AS MANUFACTURED BY ElCO CONSTRICTION OBTAIN PERMITS N THE STATE Oi nL1ApA - -_ - I P,�' � A' PRODUCTS (YN rv2p]1 p..'.) 11IIIUMMua y,- I 1 Da3• *I vCEN '•. 1/4• . CF TAP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION -D`` ok.:A. T11/'/; ,111 .381. A75•. - - 1/1• ,�M�IMH T4 B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ¢CO PAXE]AN1Q AND CF TAP -GRIP ANCHOA, INTO THE P Jv At �i FLORIDA BUILDING CODE Hf h Velocity Hu, rican* Zon• L - -� 3i5' - �,11.000_ 1 ? No. 44167 •. # ,.'I'•STr•P p: •.... /T✓ BLOCK UNIT SHALL BE 1 1//'. ' • — nT¢o, Wc. - . +- - 's * t # FLORIDA BUILDING CODE (High Velocity Hurrieon6 Zom -� y1 EN ''•.T FLORIDA BUILDING CODE (High VelocityNu cam Zone 20 GAGE GALVANIZED STEEL STORM PANEL `P- - ie , ---- -�-_I IMP. BOTTOM i NO. 167 : I IXtAw 6n o93 IITCKi1 -IDLE a PAIL STATE •� w.Go nT60. Mc rl . 100 u¢q .Mc F). 9.2) CA K-IN A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/a' INro THE CONCRETE eLoa UNIT No ..,�•,�A• : _ /w ( 3L .12s 75' TED RANG Nur {•Qy It. •: W 20 GAGE GALVANIZED STEEL STd(Y PAMEL a OWN 91, _ HO 44167 20 GAGE GALVANIZED STEEL STORY PANEL �,e„ N. INTO STUCCO Awl BE PERYITTFO- ./{• 6-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO i "�A, 1D.�AE' - jTk- - GLOBAL PROTECTION PRODUCTS, U.C.LC® KEY HOLE s H ♦ : # EXIST. AND 1' MWHNM FOR WALLS WITH NO STUCCO. L SiAT - _-. , IL E C O INC. OA1L 2.000'--- s e Wge/a.9. SECTION A —A. #. * - ��: D/7./.le. '�1'•. OF / aaeo E. st s,WrET �, AT PANEL ,,kps �...� GLOBAL PROTECTION PRODUCT$, LLC. WRL H.�---�' GLOBAL PROTECTION PRODUCTS. U.C. 6,,,L ?' O F-yN.,�z n µT'9NMG A [M�NNG mMPAn Iw1E FL ]33v FA O / �' IL E C C IMC. N.T.S. - ATE fir' �, IL E C O IMC. L r - ,Ne.a A .F. 'HOW (n )B-T6r6, F. tIN.)mG 'T 20-176 • IWm S.W 5, Saw am Se. 51 EnWET e, - 10R DP P..•„_- - DaA.N-1Y. 8 2 X7•X1/4• i _ _ yy,,�ss •"' G-ODWT1. aP�� OWI.•R Itr. O A7ERINTNFLT, IJ9E WING TAR W/aLR ant '7.%��✓ -� )...-T6N. rA[ <%1).6.-sm '•Rh, VS/0" E \ r/�"n WN.TCA A TW1Jf v P.E. Y - M MOT 1 ar a ALUMINUM ANGLE YdDIl1MC 'AIWQ W/ AppDDMW 1LiNG • Fro AIR M1WW. (L w11 �IO n ... �' /� am rH-1Y1 1lemme9 ,w / u. Haw R r A wn.a• R nl.. P„(K B61 fee11.N-e") 2D-176 ••��SL 'YH,M1,y,ISrI•Ll h TIw�TESIN9 • Arun DOL NL m'• 20-176 •/1 TAt 11, _ • 7/e UTHIC • t1AWER / ADDIE9$ u-o5a719 �r wr r.. �,,0/L• •. O ..I kc'A'ZrJ ]N, a �q.-a666719 •r6a K aN« rIIaG Wer OCR.„_ .W . (Man -,., F ... Fee - OR NOTF3 Perm STEEL). L SEAL/SOMUM[/Wrz R.UER A 1XLIt Jr., PL Orr- N nXE/Grz toe A• eIEEI 2 ar N I NNI eALtq A nLR , P.L Y'. as RRT 3 er N INSTALLATION DETAILS FOR REGULAR PANELS Cl) dt A END CLOSURES DEUILS FOR INSTALLATION IN POKED OONCREIF- INSTALLATION DETAILS FOR REGULAR PANELSa A a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QXCRETE ROCK OR WOW INSTALLATION DETAILS FOR REGULAR PANELSC1i A CIA INTO ECONORM XISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES GomommANCHOR5 =1211 Lprw—wE,. 1. I/•n;el,•�u�/� VAUD FOR REAM UFE SVEi� A D E Z WING SrM PANE SYSiEi� INTO ED EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES car+aElE AICICRS SHEE/5 0a TH UUOM e) ----- ED.--- COIDREIE AIRrQN6 „• SHQ15 a TNa0,1W011 q ` NF 509LLA! pl IHFLr e a a) (S QTS a DMO,IGMWHEDIAL � 9) \`iA • .' at.-.�Yln.' R a rif w wM( 1 r•' - 1EpI11C��f E E t- - CONC ANCHORS EORNP4TE M,CHIORS --3,_�CONCRETE ANCHDRS' O,RRLAR^6 LnCr1ANCHOM FOR CONCRETE SEE 05DoN SULE HEET Ida I �Y• ire 3* M- CIO -momm-A CDUSTING POURED+ `III /a' 1 QAVOUP" REQUIRED (NE RIIEDIAZ ON l5u ]a•DIR[ W ` REOURIEIf \ O , kit,� �a' .s pis 1 �: -- '-"- -1 MEET w i�+EE SCXFwII1 ON __ DA _I eB MW --, SRI6 a TINAOUCN 1) EX T) SHms 5 THROGH 9 f jj'' - 1 E� p �9 � SLEET 9) L rat,,,�--" J,/•. \ _• �`,,`_ .....I(.- :.\:`, �� : ` ,/7• ," urn.-, .•.- •• A.. Rn f£__ t/7_'-T,''-- .-71G,1/I•w0/>t• e"G PpREO-. �; 1 E.D. \ (:) j m7Gn®-. s�I•°•Ira� r - ----- ff Bit --- - ----- ' II 1- - --y nW' 1, .., .. .. ... 11 `\ , .. ITT ,•• -1 1 1 ,'7; I 1 O _, T./'e�o: , o• L_-\J� I 1 = I - ) ) - l CD,y Cosmic POURED ED. I t I -- 1 1 0 1 _ ) I I I, I `/ REpIRED I 2 I I _{ S 1 J,H D USTYO POURED I '1`1� I - EA. \ ®J I t om` ' �` 1 r _ I 1 Y-n. H .. Jr - NI L e0 E' I \ I I I I I FOR 1) y1 CONCRETE REQUIRED.. I \. , rill ...J EXISTING POURED I 1 1;" L11 1 1 1 I I OF MAX _ ova I P+N DDDiii1 ��j t /.y.,,/ DDOIII 1 CONCRETE OR - 1 I /� 000. 1' _ ' '� -1 - Ew E, E.D. E.D. \ I I `i,. ail' . I I N ..: \ I a•-" ♦ .. \ \ I a' 1 + CONCRETE . + I . 7 1 - r - 1 P"+ f11 _ __y -. - l _ __ Z e I I �• , oar sTW • I aDW .no • 1 + REOUmREp. + 1 \J _ _ 1 �P - - - -i1 I 'RAM, fr E. I I E nr i us r I 7, 04 1 1 I I � 2�� -- - J ..<[ I ,/••.-A,' - -gy ma WIto alA6 I 1 I` 1 I 9a saauE !r' !J I 1 'i.. ` \\ \1. � '• I Q':. ..? 7 ,N `7y3 I 1 1 .y m A • i.Z Pa . t,rx,: a moo N,w i I .x.(�. . ;, I ,I: ,- I __ qsa tr.�1 b 'rR. 1r 9EPAARaM I e.IN®,AL I O 8 ' a eN¢,. I - t I I + - _...-- I--- CASE A PLAN] l:J-`>7 ` N I u eDtts e/ 1• irIA r. scAx I t mA1 I ON .16r s ' �- W M .* I I I L SCALE 1/16.1' Vann ,.A aH. slant I Hr MrWR13NIQUIR,aN i ) swRoaN to I o•Ra,o, to I A OYDI.v • fliR,' ,, •-'? T I - - a taAa ' eHla A R.W. I 1 I t---., Y-,0.,• W. 1 1 SaIsSE B �L�N] ,a 1•1-9 I O I 1. 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I ;rOR Yn, OMAMN ' i I O , IO„aK IPGw X I -.. _ 1 I 1.-,,� I I I S I I Art • ] an I I 10 0.NE I ', I 1 r. r, WIr. ,s,I. ,s Ae•s . 3 ' J II ■ I I _ - '1 $ I V/n.G Y. r.•HSMr ,.• 1. - l - L_..._ _ 1 I I II ST 1 EmOR"PA,B•• ' :\ I It 1/: oG 4n j VON CIO • I 1 ' 'IMN� ;yI 23• w,Rl'w.l r•w'ur^ 1. _ _--- �. r -.. _ r (..-- - _- - I - I I \ and 1 ' _ _ E.I � I U) Ii! o p Ex6TNG POURED . D. I Ma}.. _ z , Oc. , I r % . ; r;,: (;:;:: I w 1 ... I ! , I •` I • I I r P( _ cJ • 0( 1 1 I ) A%• ED, EXIST POURED ED, I ,E 1 1 , CONCRETE OR ---/' EXISTING P0WC0,_. 1 /2' of 1 • n ,/J 0 I I -- I 1 - CONCRETE BLACK j - '---'-' - I I r� CONCRETE OR __. _. 1 CONCRETE BR CK I - r I r' t / :' r Mm I /-�\\ I ! I s REa+"E0 -i ' , ?�OC6 r I - _. _. I CoNown BLOOD CONCRETE BLOCK , I i" I w` \ rMRm ,Wn.L6p.peE I-Cu,Yp -a0_I SOR I 1 •IM/a 11(M 3.I. Ma.. [ ' . ,. 1- CtAs OLAL --1 CD V I REOURED. ,/Y •EN%lRED , 1/Y EXI6'TMG I(X.1ED Eo. 1 �a rV.'am IIII,• OSOE.F IL, DF 1' OI.I6-1 SpX J• 11Pr. - D.Y..®OCR® 11a t• yi, 93o T `.`. I% '. -1 :�: 1 �' - it 1 E- --I .__T• Mh.J LroCOMQE'FwW, aiaom I ED I CASE C fPIJ►N] ,1 , ,... !T uA1c .;G Q) M t wIx !._ _ _ ANCHORS FOR CONCRETE FEE SCHEDULE ON SHEET 9-.-._ _ j t EXISTING POURED: O, .-,' MA. `, ,Eo,Mm. 1 EXISTING POURED I SCALd 3/, 6-1• D (PLAN) lY '• FOR W000 SEE SECTIONS as SHEET to ( _. -.--- CONCRETE Y .0L WILE 1 / REQUIRED. .J3/{'•- .`. Oaw `-- -�/•"- S " •: I coHCREtE OCR _.. _ - 1 7/eI,W]/s3'. '"I wIKRETE • SAID- ': r..L. q rnNclarc MOORS E.O. .4_ a cWal,a6 mHEJe3D A,IpIOM 4 14nT 1, rWI• 4 �, .,.- ,LE T.n 1 CONCRETE BLOCK /' I.- • sa. F.I.nL ] E "Ir ,, E.D./ REGULAR ST r1r CASE r �, c•.A .• I RCWRFD. 1 2 , L • E o '�- w n1• r ........ r,a1o. u o 9GLE 3/7a •'• s'nGaB1ED / -- O ELL O .N:�c eOILIETE MNOIoRt ,`; ICI, oe /. , 1 / ' -' nn'-M]�.u• n.• �•"W.r Or.uWIA stP"r`A s'<,..� ii ,s .O� PANELS A( fl1 EL _ATN)N (9s1 SCHEDULE W- (39 ]ONEDA2 ON - Ma 90.004E oN- ((SX S e ULE a-� e) 9NRE/s a 1NR000H 0) \ aHQTS a TMOtIO, e) 9Qn a TIIIOUp1 9> r9 lI MD ANOIN % --- _ t11 " 1 1fl, aO.PWW .m ' . w.- n - a..eauN s -t�]' /: nG • - ' Ep COWMM ANCHORS -' M' naa. - M AN,nNt 1' l - J + t//' MAX. GAP O PLUS QR (: TAP_al. (WE sc"[D= 0„ O _ _ _ _ T ��- (>II SC EDU E$ ON c-•{ .L.--- I I 7 .Soo• { N 2.67' -' �• .ffiffigSNEETS a T191000P U WALL. MQU G CEILING Albin MOUNTING BUILD F ALTERNATE fiffiff MIOUNTIHQ A.idammS,IEE15 s • a) /, H /� I'N v. ,' - T '.�{'.-ap.3/1' S.S. BOLT �% -- L ) U.n O.ERAPr 1 MDIE tAELEl1 ■ ■ SCALE 9GYE 3/8-I- SCALL 7/a-1• SCALE 3/8-1- SCALE 3/e.,- cllae0~ 60t maltV Ne® I,I.R• _"1M' W/ 7/B•a3/SY ONO NUT '. CONE CONCRETE ON _ _- .s�.._ - - - _ - ��.,- -O eMM� .EMI. PARR OIDWM NItX,O--- " �j -©WH® , a,l. • 1a 5 O.C. OONOETE M,dgR9 O-MMM ._ ... _ _. _ -. _ CONCRETE ANCHORS . SG1lE 3/6. 1' / ._._ ._ _ W- boo,•�m,'�' _ _QMCFW D MoHoms S,AOOER[O _ SHEET 9) t /' MAX.X. I I E.D. •EDGE DISTANCE - SEE SCHEDULE ON (Dame S.W .) 5>�T 9) CUINtr al 'C'n^ THEIOX ALUM. A V DR ,• . ( CASE F Ijf+LA/t] �{p� SECTION A -A (Tvo.] V I I 1 _ G� E Of EXK7IND •HEW 1' WIDE . VARIES x 1/a' E.D. EDGE DISTANCE •/ SEW (SE[ SGIIEDNE ON (SEE 9X}EOUF ON 1 9R SG•mUIE I (SEE SCHEDULE ON CONORf7E OR fAIMLr[rz BLOCK -�oll a' a•�'[rNEPap, I O 5 SHEETS 8 8 9) _ _. WOOD t1AN0 0/ P.T. ,Y000 PALATE SPACER :� - �/1�J SHEETS 8 h 9) SOME 3/,6-t' - St TXNCIEIE OR CbNtRCTD BLOCX REQUIRED SCALE 3/32'.t• I TO A.c i ♦ NEW I' WIDE . V RES . 1/8 / NOTE FOR COMBINATION a SECTIONS: - "Rau RfDUWIED i_ 1 r.-. T NR9 181E FOR lY)MB8NNITON OF SFCf1ONS: 1 pT WODO PLATE SPACER :�� I ' I TOP k BOTTOM MOUNTINGS CAN BE ' I 'A''O • c . so" TRACK CONCRETE ANCHORS %. I COMBINED IN ANY WAY TO SUIT ANY CASE E fPLAN] I I ,t ,p• oA M MIMnIrr TOP k i�iTOM MOUNnNIw'S CAN BF .. I y/a.L I 0Ne I I Alt/t +NIA COMBINED IN ANY WAY TO SUIT ANY d (SEE suNEDtAE ON 1 INSTALLATION- wWE ]/,e-1• 9011E 3/5-/• srAWE 3/8-1• SCALE ' I 1 Ea A• T/ /'' INSTALLATION. SHEETS a THROUGH 9) / I TACK Ce,nl. , MIWNI•IIIso L1J VCEN ✓ L !ip SE........,A. J. 1 ;\ _ ••.S•• 9 EXISTING POURED ••,✓ y�•'� r'' •. FXIST,O Po1RED. - . , F' FLORIDA BUILDING CODE NI h Veloci NuMcane Zom ,�� m(- i. IRK. sm MNctK W r. 1�:' FLORIDA BUILDING CODE IR h Velocity Nurrlean• Zone), JOEN$ ' -.9 •ryFLORIDABUILDING CODE 10 h Velocity N one Zone) MR vAml IE1RR TO B[ CONCRETERO 1 unto -3/{ I_ _. _ - ROC! st, a . 1 , a' MIn. CONCaE'rE BLOCK ��• Q REQUITED , .. --E9 _ . # ; 7 c o3ox nrzro, W. 20 GAGE GALVANIZED STEEL STORM PANEL r�' a ecE, . • n 7/ Mm. REQUITED. i� H� _ .moo n,EcaL INC..Mc 20 GAGE GALVANIZED STEEL STORY PANEL r'' . % °�°° 1i1000' "` ram' CONCRETE ANI51a115 -q # I DOWN W: - N 44157 : CWI.N BY: NOTE Fdt COI�BLLnON OF SECTIONS: ND 44167 = 20 DACE GALVANIZED STEEL STORY PANEL wNIN 9r Z SHEETS eiHwo,KRIQM q ij 90., rATE # F _ GLOgA1 PROTECTION PRODUCTS. 11.C. aT��O SECTION X-X # yR - _ m C... - ' _ - MCE E.D. EDGE DISTANCE _ # #--�`•Tt' er/N/Na. sCIWE 3/e-,' •QQ L I. - —Z �- -"' , aI. LOBAL PROTECTION PRODUCTS. U.C. (SEE SCHEDULE ON TOP k BOTTOM MWNTNGS CAN BE /I. 'CEILING hJ§ %'rF • GRID " IL E C O INC. ..m Se. st EnEE, MOE ATTOP ORIS REQUIRED_� 9••• DA. IL E C C IMe. NDO z.. 61 znW - SHEET 9) COMBINED IN ANY WAY TO SUIT ANY ? �'.• $ TF D� - F IL E C C INC. GLOBAL PROTECTION PRODUCTS, LL.C. 6ML INSTAUATION. '}., O RiID Zo'b 11 u • tXIrAWY QWf. ti,3vs,nFr Z 'y / y� 20-176 BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS i1el.S , a.. Wm mm, mWWW n NONE: DLN)le._7a15, rN 20-i76 h S NAL E ``%!/If% a OarANT (96r)MFTs a r�it•roF ZSO� '' RIDt �O LCU TM u a ealrANr seen v] .(.6•).w NA y {e F P a a. Ira - Nla.a A - Ntac (a. M.W-FI M-1 (.s.)•w-aTn 4 ]IRA .l i .i .NAL R aW W RIM-- - ( ,v--ei.7 SCALE 3/a-1• h/ 111 „. t>NT -G/'r,Xlo.ht: °"' m-NMI _r aw OM..aG N•: 1''Wyss/ •(+L "` ('4 nG-u'am,: oaR .n_,.n '/ / NA• u-aoeA,. .awl. .H .L T1PEAm 'To, A RUT ..., PL •. T-1a - - IAI rz teW1D1 A TUFT Jr. PL - - �/MI LM- rz I" : IMLl01 A n1/R L. i Nt .1e e1QI. OE/ a+ INN 1 _ _ _ 9HIE1 sS w>, SSE MEIN pWl nt-,n. r.µPa .n-Iu, 9RAn.a Nr P IRA 1T-w r fIET . . b J a SHEET NO. SH 1.0, I I - --- - -- II -1 1 L Oopoen AtOON fe1E eOOIAt aN F 9 . N I I er 1 1 I 1 1 1 1 i 11 t" '1S / secret A 9) WALL AND FLOOR MOUNTING INSTALLATION FOR Low" �a0011 ]IM A�6 . r SPLIT PANELS W. �Qe9a - S: 2• ,.- --®. • I1,1 ,v :`r"eDi,on LC e AIAN Irr.L.. eIALOi01 • MY' - '• Mw_ E.D. rM�m•'EeLOGO• POUF OaltnNIO/`• I ..L �. _.__. X i • `� ti `� SOME 1/1 • 1" 4H SAIL 1 r nvn ./S r e. PNn -1 YM . ed7r HOP.[ M1K P[ Oa , / I .W4N • nB O6u[ e. M fQ7 \: uA"°e1w, ie'n11awL•N4mi,1 N�aw ' ;��aema , CANCAN S =. a" ow Two fla0 • - - - T - - I 1 �. JA/'N"aOt , �rvlrn.mm�Nm ,• _ T- _iw,cnn. ; '•Loa'dN•NgaFI•"iR/ :e .>) v��uNu n >..- -no w. - - ?: 2 N '�:1lTl f -(TTILTi .I.t ARNt -) III IBM III a 121 -� Mina, 1PANI • (eFI IR4l1aM NNE x . M YI- D l IeaTiv i ear, ) ' S - ®/x• it j IB' 1 I�E� �VL�A�N�NOP{Ny7 SECTION Y-Y � � �'E SPLIT STORM PANEL ELEVATION SCALE 1/4 -1 DETAIL 2 SOME 1/4"-1• SCALE 1/B••t• mCC O YiXG1Y-i w m•'ralle1iYao 1EUL1I0AI SC14FDULF A 9) Me.. ALIGN REQUIRED MI SPAN (FL) ' TUBE MULUON - 4 4'-r 2' . 3' . 1/e' > 4'-e• TO V-S' 3' . 4• . 1/e' Y . S• . ,/r. > S'-w TO e'-10' > e•-Ir To a-0' 2'. r . I/B• •• my aREATrEo SECnoN t SCALE 3/8-1- NOTE: MULLION CAN ALSO E IM IIWID W/a STORM PANELS ON TOP OR BOTTOM SO TINT IT IS LOCAIID AT TOP OR BOTTOM OFOPIDOW- (ONE PANEL OPENING W/ TUE TOP ! BOTTOM) IKJILD-<W MOUNTING INSTALLATION - ALTERNATIVE t W SCALE: 1/4• - 1• 0 �� � © ELaI� •BaEi4Lb�l 3- W I 1 1 � i t�•Ieb`I r �.a�LAx ) ■■■ Lela ' 1WALL momnoc IWALLATICN - ALTERNATIVE 3W f SOLE: 1/4• - I• r � r oY� am,•• ieYi�m ,eoro, a, s NAR RISTALu TIVE 2W sr e. I/4• . r NOTES 1. INSTALLATIONS ARE ONLY VALiO FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-6'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL, NOTE FOR COMBINATION OF SECTIONS: TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHM (SEC 8L> QRIR14) CONCRETE ANCHORS (SEE SCHEDULE .) SHEET ON \ POURED comcwC 1 .:1-SEE I =.Cx t reQ SCHEDULE T SHOi I SHEET[y=,� RLTIO' [may, I� /O-N,y/ A I > CLASS A Mn R EMT, g wID�MR �1�WF SIM a /x ,n' O.C. sno • tx t/I' ac r IOhET. t/14) YALTN9E 9pET1 S,r I9t (CASE 1 TO i t o.c. 3' Ma. (CASEBWI t 41Nt• "LQI.F l 1/x' ouc N (SEE S _ 1 I �P• ly (SEE GET. 2/14 .., J 'OR 2.114 # °LOCKREDIAREDr r I I I or- A aAa y Kee. 11 1 .a.en i .Nm- CEILING t FLOOR MOUNTING WALL t FLOOR MOtRli1NG INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE SW (sEcnON AT TOP IS UNITED TO +55.5-67.0 MAX. SCAE: 1/4• - 1' A.S.O. DESIGN PRESSURE RATING) St•AF. 1/4• - 1' BAIT • L> ,oTP"m i T i i • T-L � rlNaRs emL _._ 'XIf.YN ee0•'""eOYIeO Ile, FLIM MOUNTING INSTALLATION - SECTION 4AW SCALE: 1/4" - I- FLORIDA BUILDING CODE (Mich V•Ioc tv Nurr)eam Zone) POP CONCRETE ANCHORS, SE SC MULE ON INEV 14; NOR ROOD SCREW` SEE SECTION ON SHEET ,S w Mn 1< LarAr,oN /15 ALTERNATE LOCATION �n +i ON LIFE SAFETY PANEL L AREA REEL M PANELS W/ OAR _-- .- � PANEL _JM NOTE ,FLOW) L W/O EG" TRACKS (SEE NOTE 1 CONCRETE ANCHORS �' ., .;'%�. %.,, BELOW) • LAST PANEL , TO E INSTALLED AS CONE SCHEDULE OR % �{ ` SfDwO�E ppRN I FOR SAFETY PANEL OPENING SFWLL " REAR eN,a, ,.) ppOTtO l JSTORM IAVJM NR. Comm)YS IN OnONro ATEALLEIFO aR IO•RE . W STRUCTURE �;1.) -ED ELEVATION ED FROM INSIDE OF WALL MOUNTING INSTALLATION BALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32'-1" SECTION t SCALE: 3/6' - I• - SECTION-2 SCALE1 3/e' - 1' -q.. Mm GAP ®®GA ) • Re , -- .l_ NOTES ON FE SAFETY STORM PANEI SYSTEM INSTAL I ATbON 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) OR AS AN FNT Y40R PANEL. (ANY PANEL LOCATION N BETWEEN END PANELS). a AlINTERIORN,PAElS. LIFE SAFETY PANELS MAY OR MAY NOT E INSTALLED A&MICENT TO REGULAR PANELS AT (W/ OR W/o REGULAR TRACKS.) SEE NOTE 1) ?. CAFE SAFETY PANEL CONSISTS of 0.0.39' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COWON�, SHEET 2 OF DRAWING. SCALE TA3/32'-1• RS PANEL ITSELF TO E REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. J. UFE SAFETY P EOURES 10P TRACK TO E COEPONEM m k BOTTOM TRACK TO BE MCP00MNPIX0lf ®f As PER SHEET 2 of THIS DRAWING. AS 4Y(�...:••• 2�OF1 TN6 sMEETY /5E ELLD TA�As 1�! FLOOR ,FOLLOWING SECTIONS , k �3Q�.; JOENSf'•.;� 4. .fin. L04CTH FOR CONPONEM®S IS". t = 4. FLORIDA BUILDING CODE (Mih VelocityHurricane Zone Max. ANCHOR SPACING FOR COMPONENT ®ANCNroRACE At BOTTOM S GIVEN ON * .• �• * .cam £ oxmD nTma. ILc 20 GAGE GALVANIZED STEEL STORM PANEL CARFP S. er: SCHEDULES k 2. SHEET 14. S COMPONENT MAY E PERMANENT OR REMOVABLE S. SEE DETAILS FOR WAUATION MM WOOD FRAME BUILDINGS ON SHEET 15.-�•':'Y�'• ORS' : -� y I L E C O INC. GLOBAL PRO CT1ON1 PRODUCTS. I.I.C. �'•.. B. SEE SMELT 4 FOR DETAIL APPLICABLE TO THE 11ECE5511Y FOR THE INSTALLATION OF F ? "•'�'��.. • ANY OVAL Y_ ]n,4 '" SS STREET ON A� te. a w w 1- s NWi" n nw NIOIE: (934)tee-7w. Fe, (a.)Nr-BTn 20-176 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. A''NNN MII AAM ` ""' o'e1 e1CA-B A"I'A ^'•'D' PL Xk/SOMnmAm G-000n I - YYtTQ A . 1 Jr.. RE W ,>-,A MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (MNIF) ONLY FOR ! e1BTAlUTIDN S AS PER SEC11OM5 t TINU 10. ON SHEETS 4, S k e) MAXIMUM A.S.D. - BOLTED R/ 1/{•Fx0.1• SA rs • WMff AOVUNAP A MOLONTI T O PAIR DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING REGULAR INTO CONCRETE STRU��RESCONCR��CQ�R�BL�K STRU�URES (VALD ONLY FOR PNoisQk @ INSTNLAKONS As PER sECTIONs I THRU 7, ON SHEER 4 k 5)TO TO TO To 1N11 A: To((¢✓ �.Pp�1rLF s�.•'��CENSF' •'� FLORIDA BUILDING CODE h VelocityMu come Zone e _ No. 4167 : .um 1knoa, r1a 20 GAGE GALVANIZED STEEL STORM PANEL. 01"n BY,, einnD]. IL ECOIN�. GLOBAL PROTECTION PRODUCTS. U.C. Gn '` (-SS •� G=`c7/VV'• lY. t Mir r N►,Y" a.mL R - PHONE (W) 7a4RD. FARR: iRB•RR- m r. 20- T 76 {.p A'"'•FNI 1. YM/YOMTUR/GTE : a e em.wl.. , fN9 an -,at CA-Oeun -. Y ••'�" N•' IeLOO A eI I i.. P.C. - NOT { OF Be "Oe.N AS:O. ESOI RATNc Pi. al 11{.. IENCiN L R. faEE TO MAW � � y!(�D,�( m MAIM nIF « rra +Sa3. -72A 7'-S' d1 lLTS 2 1/{' UNBOLTED , TIRI1 S ! 7 .as.a -7x.0 >r-s• ro r-a• Nl.t x ]/4' IAreaTm , IH.0 s r 7 +RA. -TL.O >r-r ro ,I'-Y Mat 3 1/2' ' •0.� A, I�QOIN e •432, -KO Ix'-4• dl MESS ] 1/2' 0. 9 ! f0 NIAYWAIM AS.O. GC54)M IaN.) A'A1MN ANCHORS BnTCe'9 FOR E0. - a 1n' - APPLICABLE ro S[CT1016 / ! ANY COMBINATION 1NAIOItN PANEL IDIf.'IM t• (n.) TAPCdI « TAP -GRIP cleft-N IANElA"R IG.Mt O PANIpWR RUB ro co1IORT[ eDNR]ETE ILOLX ro Nx1,NN]NCTc NXINaETE NOCAt ro aGNVE,E CONCRETE BLOCK m CaHGEt[ cOxaEn BLOCK m aoNCR['N[ Oa'¢[1E BLDOT r N/A N/A N/A e' N/A AyA •' RN, , (70P) I e' S• N/A N/A e• r •- •' •' •' 1 (eITTTOM) e' N/A N/A N/A e' N/A e• N/A e' N/A x �P) I• TVA N/A N/A e• NIA S• M/A a• N/A x (BOTTOM) +Sa.S. -720 e• M/A N/A N/A e' N/A e' N/A {' N/A ] ! 4 (TOP) r-S' OR <ZE On Las r S' N/A N/A ] (BOTTOM) N/AN/A/Ae'N/AM/Ae•MIA7(�S'N/A/Are'e'9'{!7(BOTpO M`1*A N/A 17 ,/i• 0 ,x ,/x' a ,/•' a 1/•• a 1/4' a ,/•' a ,/{' S (70P/BOKO1) SEE BIQ7S 10 ! 1, FOR AIION,011/ TYPE ! 41AC1T10 idl /eTNUlOt6 INTO .ODD FRAR 91ROela MMeNY A1rAIOR SMCeDS MD 1e.N11A1 mo[ NSfN'CE ARE NDeY1RO ON 1„B eo'm1AE FOR Lb. LESS TNMI' eNR•ATED w SOmIAt REDUCE Al.alN, lPRC91p Br MLL71RYN0 SPACIO LDRIN ON sotmulE er M FOLLORC FACTORS FOR 1H{ 01EMT,OM m E Pose,eLE RETIIIGm EPAcaD OBTAINED Le,rD FACTOR SNNl .10T R LESS 1H"M NINeNN SI'ACNO lNaMl[D FOR (AON Alpq KR At NCHIaIS L[GDO. ANoeR TIDE _ ,i.•. ,/i•. ,/r. ,/r. R'�114L ,/r. ouuw v4�• nD-ar r. AYaee enas (N ] ] a ] , ,n ] eeeal.v e..w OU ] > Ron am m tee mRA NNm ,/4• LO.. s/e• LOMG BRASS •181WC W/ i/4'e-1WQ' S.S. M!. • e +/4' aG FOR PANEL Leans, UP TO S'-0• AND a 1/4' O.0 FOR UTAIOnS IP m r-r "a. OR/1•-,0 �.. i ( PANIMMATE FOWL D OR PAAMMIt PLUS • 12 1/]' 0. C ITTH 1 1/Y NRn. THREADED - h PeRTRILTON ro HEADER FOIL ALL U DIONS M r-r NN. I 1 1 I 1 1 1 1 iL I i 1 9 I I S0 SO�ut 1 1 1 I j I i ON SHEET e 1 MR W. .. TO CLASS. m GASS. 1 I I EDi Co 1 I 1 I - 1/e' I.D. a S/r LOAD BRASS BUSHING W/ tp'e-mX• as. Ms. • e 1/4• 01 FOR PI/EL UNTINS LP TO S'-r AND e ,/4' ox FOR U DCTIS Lr ro S•-44 Ma rN FLAW {mU.O DR /14-10 NIGLMR "A" D OR PAMMAKIE PLUS • +2 1/Y D. a TWIN I l ,/x• 1W THREADED PD<TRRION A IADR D « [LOOTING ROOD PLATE FOR ALL LNGTH$ LP ro r-r IAw SIAL1A710N hjq SCALE 3/e-1• INSTALLATION DETAILS FOR REGULAR PANELS do 1�%4 INTO EXISTING WOOD STRUCTURES ilj I ' 1: Tm'61snA RDO•c D�KAOR' 0.0 ■ � 4 1 1 Eal- Ea} ED i ! I I RED ,'M•�' � � i .Dm NDIDaI I _ ( A[aINWD I�� ALTERNATNE 1 W ALTERNATIVE 2W soiE 3/e-1• SOME 3/e-1• 1 RE so[Dut oN NPir s 1 '- roNl ro � � i ¢"SrypB I � � t ,/x• 0.c. r I EOM__ EO '). i I EOM- OP I _ ED ' L'B�in Rx°']inJ••wsxi I ,D1100B,IPm � 4 Ny,t Y.0 NDi • r o.� ALTERNATTVE 3W ALTERNATIVE 4W x RAn a tDemN v SCALE 3/B-t' SUITE ]/e.,' Ico,+..ED nNK uNl ur lu4!TAIN Awvu NOTE :SINKER 171ACIR NOT SHOWN FOR xOIEII: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-9' 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR FOWL. NOTE FOR COMBINATION OF SEL'TIOFIS. TOP k 807TOM MOUNTINGS CAN � COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STUDS O EVER,' OVERLAP (12 7/2' O.C.) TO HOLD PANEL SEE INTERIOR PANEL. - END PANEL OR SDCMU 1, sEE ANCHOR ANCHOR OR DIRECT MOUNT SPACING SPACING INSTALLATION =i=iii■L�■■G■■DI■�!1■■■\■■■� DETAILMAXIMUM • .11. • N A.S.D. DESIGN AND INSTALLATIONS N.1• CONCRETE CONCRETE SCHEDULE • STRUCTURES �/ •MILL,• :!11 •� ALTERNATE SEE r Hurricane III III loll 1 � 8 AT END AANEL S sTLAn •EVER'/ OVERLAP TO HOLD P S/B• AerL (CASE Q- 3' W. (CASE 9) - - MAIOIeN ASa OE501 RAlN6..E.L MSE TAPCON « aP-aIW' Gu�N rAerAs Nowt o wNMrNE ws APaND,aE ro IICTOMS / ! WHY NX) �T,a1 N41wUM PANEL LENOTH ,.• (A) ro � To ��, TO CONCRETE BLOCK TO CONCRETE 70 Bt m CONCRETE m TO CONCRETE Bt 8' N/A N/A N/A B• N/A 8' N/A B" N/A , ! 2 (TOP) 95.0. -720 9' 9' 9' R' 9' 9' e' , (BOTTOM) S'-0' OR 1F55 +SOLO -7I.0 B' N/A N/A N/A 8• N/A B• N/A B• N/A 1 k 2 (TOP) 5'-0' TO 7'-6' 9' S' B' B' 9' 7 1/2• 9' 9' 9' 9' , (BOTTOM) a• N/A N/A N/A e" N/A B• N/A e• N/A 1 k z (TOP) B' 4' S' B' S' B' B• e• B' e' 1 (BOTTOM) YAOWY ASa DFSDN PRESSURE RATeNG .tl I (Silo • 6/r 1e,. FROM 10. O Mr4<) GBE 1 (SRO • Y r Lew A «I,IrAt) APPLICABLE TO SECTIONS / k COMBIFNTIO OF THEM MA70MUM PANEL IENGT/l 1' (H.) TAPCOH - - +49.2 -e,s p 3- 4 1/2• 41/2' z ((iOTTON) r-e• OR LESS +52.e -eB.D 3' 3• f• 4• 2 (eoTroN) r-a• OR LESS +SOLO -72.0 2 1/2• 2 1/2' 4' 3 7/2' 2 (BOTTOM) 7'-e' OR LESS +SOLO -72p 2 1/2' 2 1/2' N/A N/A 2 (eOT,OM) 7'-6' TO +SOLO -72.0 N/A NIA 3' I 3• 2 (BOTTOM) 7'-6'-e' WWM A9D OORI III[RUN ,wee rwJ Wa MAEI MMOIM 1' (1L) ra SK,NaO) IIIYA / m PAB MIN WIIDIIIbI .ma. -rJn r-r : ]/.• ,.Palm ffi eRi 13 FOR ANCHORS TYPE A 9PACe10 FOR INSTALLATIONS Nro ■000 FRAME BUILDING. MN9Iw ANCIIOR ®ACIDS AND 1ANNw EDGE osrANce ARE NNONGICO ON MIS 9OROAE. FOR CD. lES4 THANIIOIFJ,Im ON eINmUE ROIICL 19'LTO1 EMJC n MLTPLY/C SPAOC SHOWN ON SC,m1At BY THE iOLL01N0 FACTORS. fl)R TINS OPERATION TO ro E PONE, INmIR'(D SPACING OBTAINED LAC iAf1011 BIY41 NOT E LESS 71VN Ie1YN �ACIIG MDICAIm FOR FILM ANCHOR TYPE A AIIDIOIe LEOCIO. 1/4. 1/{'a 1/4' AOO 77R Q?,`�cerosF '✓9 No. 44167 BUILDING CODE ED OR WOMONEADER SCWEDLKZ REQUIRED Cn # Ea MAXIMUM A.S.D. DESIGN PRESSURE RATING (c.a.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS n & 6Ai INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VALID OA.Y FOR PANELS tOk @ INLSTALLAiIONs As PER SECT ANCHOR MAIOrRI MAIeeY ANIOOIQ S►AEFO FOR ED. - 3 1/Y •• 'Sol OESMY/ TNCOII «TAP-qP GAA-N PAfELMNE 173W4F D ,>N6]M1E PWS 90LA 9CT CIE m SECTIONS / ! MAOIRY PANEL PESSIIn �� ro wIDETe ro eoua[rt BLOCK ro CONCRETE ro CONCRETE BLOCK ro CONCRETE ro CONCRETE BLOCx ro NXXRXEI[ TO aOrAEi[ BLOCK ro CONCRETE ro torla[TE 9ADCK ro CONCAflE ro NXNICRRE aLOtK AN,' taN9RunoN « THEM lfN4TN 1' (n.) 6• N/A N/A N/A B" N/A 6" N/A B• N/A N/A N/A , (TOP) e• 4' N/A N/A S. 8• B" N/A N/A T (BOTTO/) a' N/A N/A N/A B• N/A e' N/A e' N/A N/A N/A 1 (TOP) B" N/A N/A N/A B• N/A 5' N/A S• N/A N/A N/A 2 (BOTTOM) 55.5, -73.0 6• N/A N/A N/A 6• N/A B• N/A 6• N/A N/A N/A ] ! { (TOP) >7-S• TO e•-e• � '� e' 4' N/A N/A 8" B" e• S. 8' e' N/A N/A J (BOTTOM) e' N/A N/A N/A 6' N/A 6" N/A 8• N/A N/A N/A 7 (TOP) 8" f' N/A N/A e' 8' B' 8' B' a• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2' B 1/4' 12 1/2" B 1/4• 6 1/4' 6 1/4• a 1/4' B I/4• N/A N/A 5 (TOP/BOTOM) SOLO. -S3.S N/A N/A 12 1/Y a 1/{' ,2 1/2• 8 1/f' a ,/4' 6 1/4' 6 1/4' 8 1/4' N/A N/A 8 (TOP/BOTTOM) e'-e' TO 11'-2• 55.0, -72.0 N/A N/A a i/f' N/A 6 1/{• N/A 6 1/f' 6 1/f' 8 1/4' B 1/{• N/A N/A 8 (TOP/BOT70M) '-e• 70 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 6 1/{' B 1/4• e. 9, 7D (TOP) 4SA _b0 e" 4• N/A N/A N/A N/A N/A N/A B' 6' B ,/4' B (BOTTOM) pl LE.55 B• 4' N/A N/A N/A N/A N/A N/A B' 6' L61 6 1/4• 9 (BOTTOM) 11'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 8 ,/4" 8 1/4' a 1/{" ID (BOTTOM) SCE e,NEt,b , „Ale ,: FOIL ANON016 TYPE ! erRcrw FOR DISTILLATIONS erto RoaO FRAME elkaee. MM9MR1 ANCHOR SPACeDS AND IINSIIIIY EDGE OSIADE ARE NOrAIID ON THIS EC1401Xt. FOR ED. LESS 7NAM NCIF/,/,IED ON SCiROIAE FOIE ANCHOR SPACING K YULIPLYMD SPACING elIO91N ON 9ONmVLE BY 111E FOIORNC iIO7DR1. FOR 7H9 OPERATION ro R POSBIBI.E REDUCED SPACING OBTAINED LAD FACTOR SiMll NOT R LIES T1.W IeIeIMIM SPACING NOGIEp FOR EACH ANCHOR TYPE AI ANp10114 LEGEND. nPLOM « iM-OE R•�• ��• aMK-11 NeLID-ee Nw wD,IOe 9FRCeD p,W ] ] ] a : +n ] na.aal oNw BALD Pa a ] a +n ] ,n ] AG71l BL��FC� FA�C70R e +n. r Q� Q� Q� Q� L U C INSTALLATION DETAILS FOR REGULAR PANELS n & INTO EXISTING WOOD STRUCTURES 14-10 PANELAMTE PLUSPANFLLMIE �,. //1L-10 PANEILMTE RlR -� a 1 4• D.C. w/ , 7/e• � ' i' ' '�_i e , {• D.a W/ 1 7/e' - �. '-i e , 4• o.c W/ , 7/e' { AOETRATION ro PELN[TMt10N ro wRE000��pcn , l i EwstING WOOD Hrl m ro Ensnw woad �� I Exarwc w000 HEADED / , L u+�auo• •_.nos, s+uo e � YI000 LEADER WOOD HEADER Y REOUIRE� REQUIRED iRE mmlRt ON � sLt saRaAc OR � Rc w[aAE aN = '� 1 �' e � FOR IBL."�sEiAINTIaI �]EP:IMTON rTP IM Q "� ro aua PANEL � 1 f ;SEE NOTE ,) ��r�N(sEr RarE 1) • aaN'woeAr--�sEE' r�ioTE I�j 1 ]nx• RPD MLR- � ]n2• „RA NN � � �-- � a/ar RING SOR 5Ot «'01i' « i• « i' � MAX M M �• ` L-J - - T ',, �' I�J , _ 7/e'PJ/A• � � _- _. 1}~"!. % v� rj "'/ V.) . F.: WC NUT FN9Q � `3 U U W,e ED. '. '\ r �' DDw S,ID • I E0. ... - H • tT 1/r O.C. E0, "/'aG n I > CS :> 2'./' WOOD RATE ` l fI4-10 PANFUNIE PLUS 3•N' W000 PyATE 2'N' WOOR_PN_ EGImIED - _ a O.C. W/ , 7/B• EOUIIED REQUIRED - PENETRATION At y ilee0A0ED PETETMTeN e I MDIIeIN « PLATE _ _ r• Me SIGN OF PUl[ 1/4 LAG SCREWS e - LI• D.C. su0ERE0 w/ 141 7/PENE7MiO"IOH i AT McWeM OF PLATE -"',•--..' ' SCALE 3/8-1* SCALE ]/B-t' /. INSTALLATIONS FOR ALTERNATIVES BW, 9W k LOW ONLY VALID FOR NIHIIIINNIW/ PANEL'S LENGTH �A.S�OroDESIGN 4I.AADS UP TO +43.8. -40.0 P.I.I. AND p; TIC(/l✓4 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN y�tf�P. ••' DENS • � PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOl1AL. � FLORIDA BUILDING CODE (Mich Veloeihr Hurricane Zone) TOP k 80TiDM MOUNTINGS CAN BE COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR OPTION A ®- ,- -- .ANCHORS (SEE SECTIONS ON SHEETS 17, 1& 19 A 20)------ -- -- ---- II]' MAX. SAf17. 44/17. SAI 39/17, 40/17. 51111 3- MAX. 1• MIN. ANSI 001I A -1 1-0 00/1% 711 18 8 8M/20 b 0 0 0 0 0 6 I i Ili I ' I I i I II PAKl - i�01 ( LIFE 9ML14 iIOY PY�L __.j�.it6nNtNir lrwa Ar t_.rid� ' Y0.IuR STpp b+Ri 1''�'I '. --- t ut+ �. 1 Qf rX PIRL artaM se I1B 1 �f i' A PANELLENGTH (SEE SCHEDULE) 8- I -,: TIe6 NR R LST • RD• P/16 3' SA/17, 4y1), SA//0. 3A/17, 0/17, WI 3• 11 ,1. MIN. "WI 7AW/19 A 6MI/2D MW/19. 761R/t9 8 MN/20 1• WIN.' --- (SEE _ __. __.-_.._.__-._.__-_ANCHIORS (SEE SECTIONS O1 SHEETS 17, 18. 19 A 20)- OPTION #2 FOR LIFE SAFETY STORM PANELCD ELEVATION SCALE 3/161-1- +/4' 1wY. GAP �r SAW I 1 am 91 1 wac -LM ,_LIME SARI PANEL 9"' vELau= SECTION A -A SCALE 3/16••1- 9 1 L i :T k kB - Bpi -�►�� :M l ■ • 1 MAXIMUM A.S.O. -,: TIe6 NR R LST • RD• P/16 3' SA/17, 4y1), SA//0. 3A/17, 0/17, WI 3• 11 ,1. MIN. "WI 7AW/19 A 6MI/2D MW/19. 761R/t9 8 MN/20 1• WIN.' --- (SEE _ __. __.-_.._.__-._.__-_ANCHIORS (SEE SECTIONS O1 SHEETS 17, 18. 19 A 20)- OPTION #2 FOR LIFE SAFETY STORM PANELCD ELEVATION SCALE 3/161-1- +/4' 1wY. GAP �r SAW I 1 am 91 1 wac -LM ,_LIME SARI PANEL 9"' vELau= SECTION A -A SCALE 3/16••1- 9 1 L i :T k kB - Bpi -�►�� :M l ■ • 1 MAXIMUM A.S.O. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO CLASS CONDITION RATING (p.s.f.) (SEE SECTIONS) +55.0, -72.0 8'-8' 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES ITT wWED N - X :,'4 : TkOpODauNo / I� REo1AAE OUWIm t/aY TAPCY3N 0 9. O.0 __ t 7MCON 0 M O.C. _ 1/4Y TAP'CON 0 6' 0.C. _ t/4Y TAPCON 0 r O.C. 1 l9//1 1/2• lil. 7tgIEADED -W/1 1/2• w. 7MEAOEO -lB/t t/2- HrtN. flwFADEO /' Wit t/2 wHN. TREADED / PfM7RAT10N AT W000 / I- ON AT WOOD �' MEN" WAIDERI� TION AT 1Y000 MEN"/ PilETRATON AT HOOD / J J I 7' ;ED` T/x' I I/p 'HEADER V '/i" 1 I/4. ' t/x' I/a. / , , 1/2' I/1• :�-__. I 2- T, 2' /wn All f' Tel, / I - pt6IWC L' Wa. CLA35 IA:. fIPPON" ro MAM L 'M'' 9PA1AtWOH PANEL LENGTH (SEE KITE 1 I1C10A1) GN . t.R[l Ea 'M3 E%ATRD WAR 10 MAINY ma ■Diu" a saT 10 1/4•t-2gTt• -- 7/eY • 3/3Y MIIG HA7T CWR 11 �� rtv srAAATWt A m 1. M_ PAWL LENGTH oft NRtDam" 'a) 1' umc .� PAIL'COSIir.. MrARItwN � (SEE NOTE 1 BEIAW) � ►SINK LENGTH -% (sa ALOE I BELOW) GIL55 roNAAO -.. n\--- -- -�v_ (SEENOTE I BELO'A') ■w 14O _r1 a WOi : 7/8•e , 3/32• ' Ir e 6. 1/4. TAPOON O.C. W/I 1/Y ARI PENEIRATION AT 'MIOWRRN OF RATE • �3' Eo � I .1/4-M20.3/4-SS. M.S. W/ Was CONT. CONT. _ 7/eYd/]2' req HKIr i�•Y . 3/32- wim NU II U8Y . 3/32• WINDL- IWA4NE7t 0 12 t/2• o.C. /, I WASHER 0 12 1/2' G.C. \ '' NUT WASHER! (BEYOND) 1 4Y TAPOON 0 6. O.C. - t/4•0 TAPIOCA • r O.C. 1 4Y tAPCON • a• 0_C. W 1 1 wN. THN/OED ----ust400 Am W/ srUD) -i- I + - -- AOCOED W/ 9' ) PEHETRA71dH A7 IRGA 1 WE�T I//x� YN. THRFAOED - 1 W�t l/2 1m. THREADED ►E WIZIq AT MOMDTH _ _ _ t PENETATON AT Moslem \ _ II'. PLATE OF RATE OF PLATE J - - x *4• WDOO RITE -_-_ _._ 2 A4' W000 PLATE _ _i�W4' 4000 RAT[ ' . EARED 1111� WAIL MOUNTING 11IRSTALLAMN A���� ��p�MHH��A���WM�rR�E'Oq"U�M��E�HDy�Ht �T�R��Ea scuE SHIP-'' aU�EL O WiiEWILAD PANEL ��� P� HH SCALE 3/8--1- SCALE 3/3'-1' SCALE 3/8•-1' EPA.TiL(/T 1.tDA03 NENS G� FLORIDA BUILDING COI t. INSTALLATIONS AM ONLY than FOR Bt■LOM64 AM Aso . �1 �'• UP TO .53.5. -72.0 PSF AID FWNEL'S LENGTH UP TO W-A•. 4 Dula WtG � No. * n10O. 20 GAGE cALVANrzEO 2. FOR NEW WOOD FARE CONSTRUCTION, WOOD MEMBERS TO E SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL ST l B B r i► n--- - PROTECTK L. U.S. W/ 2 NUT II TAPCON ANCHORS 0 9, O.C. POURED CONCRETE OR CONCRETE BLOCK EOUWED E A 1 � Iw l9NWOM A ' r Aa•'•WEtA�Ew 1 tur ,O 1 GLASS , I I INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES VC TALI ANCHORS 1/4- TAPCON ANCHORS 1f/' TAPCON ANCHORS 0 S. O.C. 1' O.C. i 9' O.C. Poussw CONCRETE POURED OAR COMCAIEIE CONCRETEOR � CONC 'I BLOCK REOIARED 1 ` BLOCK REIMIIRED �-{1 BtDCN WEWIN'D J \ tl/4 i --•. . Ip• �_ 1/4- ex i E.O. E0e tN. tPNMMM`A (/�1�O11/t Y. O.wR. tP - Iw OMWRu w 1j RIWW AQ �+ t! W w C1A54 NfiJ T , I t 1 I 1 / '{-a6 • Mf. A 'A , r w ,Hti-a.t 6�� � r' �1.!� �• w}��y / >nY • Gi 1 � Wi M/ >/R'A 1i t7i t1.WMM "°' T7WiAUF J -_-T 0 12 1/2" O.C. _ 4 TAPCON M1CM7R3 -t�{ 1/2. O.C. (STAOOOIm W/ STUD) - CONCRETE OCONCRETE BLOCK REOUNA 0BfE 3/8tPANEL SCALE {e' E0e 6Y a 3/32' VIM NUT WASER (BEYOND) _ _44 ANCHORS ANCHO4 1/r O.C. (STAOERI D W/ STUD) _=DURED CONCRETE OR CONCRETE BLOCK REOUND SECTION 30 O LIFE SAFETY PANEL SCALE 3/8--t- NEST to • 20 FOR AN A, MOTOR TTogVA t/4•* - X* SPACINGSEE 0I FOR NSTIL1010H6 two0 MOODOG r Ar7NAR ■PACWw Do ME anam M NNWI■RM AMTA40IOR SP/pIOS MO HwaleA 6E DGMAKS Art I DCAM 01 TIE •Awrmtn OMw"4 hL7 3 e0Rb1AE FOR ED Lf16 THAN INDICATED ON SOMU EDUCE AKNOR SPACING BY MATBLYm 1NACRD imm ON SCHEDULE W rr3 3 Nth O III NNWWp COO BY THE FOLDNINO FACNM FOR THIS oPENOON TO E POSSIBLE IRW6ED -- -- - _.. Tm IAOOM OBTARIm LAND FACTOR SHALL MDT E Un INAN w Room $teaTm FOR EM4 ANCHOR TYPE ON INS SCHEDULE 3 fin• -_..._ _. J Tn 7777 / 6 E.D.• / ED.e 1/2't- - t 4Y-2p 7/MSS. 4S W/ r _ _T/6'h3/3Y YANG 1 _ _.. __--E'--_.-.--J :/1 _ i 1HALM-20,3�/'S5. 4S W/ �7/8Y+3/32 NET MASHER ., 0 12 I/2. O.C. (- WRID MIT WASHER - / (BEYOND) 4 TAPCON ANCHORS �'� 1/4' TAPCON -.-�1 4 ,/2• D.C. ...- 0 4 1/2' D.C. --POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL -ROURED CONCRETE _.-_OR CONCRETE BLOCK REOUIRED MOUNTINQ IMALLATM SECTION 1A O REGULAR PANEL �LIPI SCALE 3/81.1- , SCALE 3/8--1- FLORIDA BUILDING INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES L ill 'I t/4'e TAPCON O 6' O.C. I 1 4Y TAPCON • 6' O.C. P TON AT W000 I,. _ AT r100D HEADER / HEADER WOOD HEADER WOOD H EAER _ 2 - Mn. REOUIEO "Quart, 5 I�J Hv tit ro AA64 ' : EXISTUNG ON MEET 10) 1 ' Maw %v%AA`OM l• M_ i Yoa. cm $01"CO■E PANEL LENGTH PANEL LENGTH SEE NOTE 1 D(IS'Tt1G ON sew Is) ( BELOW) 1/4'0-20a1',1 � (SEE NOTE t BELOW) CLASS I SS. M.S. W/ l- 7/8Y 3/32' -- WING NU _ ' - - EO 1( 2-t4• WOOD PATE . A • 3/32 WING NUR 2',4' MOOD-f1!tTE '._7/8-0 . 3/32- WING NUT WASHER 0 6 1/4. O.C. ,EOLOM •..1._ WAISHNER • (BEY014D) 014-I0 PANELYATE _ III 114-10 P44ELAMTE PLUS w//5 7 8 0 6 1/4. O.C. W//1 7/BA -- - THREADED PEMEIRAl10N MIN. YIN. 7/READED PDETM710N AT wONDTH OF PATE_ AT MIOWOTI OF PLATE �AmtN.INANN WALL MOUNTING INSTAIIATION f REp: Tl j `�P O UT SAFETY PANEL `sy SCALE 3/6.1- 3P�- �CEN ' :9 souE 3/8'-1- FLORIDA BUILDING CODE (High Velocity Nurrlcome Zone I 44167 No nlua W 20 GAGE GALVANIZED STEEL STORM PANEL � o INSTALLATIONS ARE Aar AWD FOR Bi ID H165 WITH As D. DESIGN LD.A06j LIP TO .56.5. -72.0 PSF AND PANR'S LENGTH UP TO W-6•. * . _s= s ATEGLOM PROTECTKNI PRODUCTS, Y.Y. - A••• cs,. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 1MC. ORm.- ut MOP iW S, STIEDF•'• PINE NO. 2. W/ SPECIFIC DENSITYOF 0.55 OR EOWLiDUAL R &w" A.tO�m=.w,�w PHUE: M-)w-73W FAR: W.)91"M 20-176 •••E $eqm ,w'EH'+A w. �HR: rH D4YWw w: AAAHARRY N cA-mae7w Ntwr r wmn as NOSfAL/'ARATAE/OITE WLM7FA A IIJR m., P.E 441 INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 14• TAPCON ANCHORS L4' TAPCON ANCHORS • 9- D.C. - - • 9. O.C. POURED CONCRETE RED OR CONCRETEOR CONCAE7E BLOCN': REOLNRED 11 EOIAND - ,. J. r l ECe I I e0a1tl010.: A I wAw r tte•aWiWa. e 1 can w 1 � I I I 3 1 1 i 1 r 1 i EDe • II1F10Y PANEUMATE PLUS W/ 0 . 3/32- WING NUT WASHER 0 8 1/4. O.C. -eimusita CONCRETE OR CONCRETE BLOCK REQUIRED SE{N SA O REGULAR PANEL SCALE 3/6--1- EE 10 A AI HYPE ! AIOIOR TOUR t/ae rig OND U T4 TO W SPWIC•IG FOR tNSOALAl1p13 ROO WOODMEWL W eRw Orww O,JMINYW ff.i Ff*M MACHO NICMOR 9WCN04 eD THIS GtiO11OE AE tosAdm ON THOU Cwrt W3 4rWwra401[O,■L $COOKag F'OR [A tffi THOU gO1H3FD w 20EWAE EDUCE A404M SPACING 9r MATK"C SPACING Do" ON 9CNIORAE wIW4 O,w,w won tL.i3 to ADM iL 011 1111313111 or THE FOLLOWAO rvfoRL I" THIS OPOwt 70 E MNSIAE ROOUCm SPACING ORAL® LAAO FACMN SHALL NOT E LESS THAN HwOAA SPACING "DICAED FOR EACH ANCHOR TYPE OM THE SOEDUE ------- --- r --) -- - tm _ 3 6• �/A1/�4-10Y PANF3MATE PLUS w/ 3/32• WING NUT MASHER (BEYOND) _POURED CONCRETE OR CONCRETE BLOCK REWIRED WALL MOUNTING INSTALLATION O LIFE�PANEL SCALE 3/6•.1- Nurricame GENERAL NOTES, VALID E-2 HAM STCHIS1 PANEL SY9IM t. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE IO A PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING. CODE. BLOCK SHALL E 1 1/4-. DESIGN WIND LOADS SHALL E DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. III MINIMUM EMBEDMENT OF 1/4.0 X 7/8- CAX-IN ANCHORS SHALL E IS 7/8- INTO CONCRETE. FOR A WINO SPEED AS REOURM BY THE JURISDICTION WHERE THESE SHUTTERS WILL E INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL E PERMITTED. FOR A DIRECTIONALM FACTOR Kd.0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAOIJU4 (AS.D-) 1/4- 0-20 SS S10E111ALK BOLTS USED SHALL BE LONG ENOUGH(SNWLO ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS MIGRATED ON SHEETS 25 A 26, ENGAGE 3/4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE DMING WALL. TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE PAT*= MGCATED ON SHEETS 25 A 26. ANCHORS SWELL BE LONG ENOUGH TO REACH THE MOWN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE 5KAL BE AS MENTIONED IN SA) AND IN 8.2). IN ORDER TO VERIFY THAT C ANDWAS ME ON THIS P.E.D. TESTED SPAT OVER STRESSED, A INCREASE L AND LOADS EN IN ALLOWABLE STRESS FOR WIND LORDS WAS LDL USED IN THEIR ANALYSIS. FASTENERS SPACING t0 WOW HAS BEEN USE SI ERR DETERMINED N ACCORDANCE WI N.D.S. 2DI5. (C) ANCHORSSHALL SHALL BE INSTALED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AN04OR'S TURER STORM PANEL'S ADEOIYICY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 162E OF THE ABOVE MENTIONED CODE AS PER FE IESTRATKIN TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, I t IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS BE THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL L ONLY BE ATTACHED TO CONCRETE. BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED TO E NlSTAIlED ON THE OURIOE BE THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADOER OR LIT. THIS APPLICATION S VALID WHEN WSTALLATXKN IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAUIX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENCnI. 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WRNOGYS WHEN INSTAlUT10N IS REOl/RED TO BE PERFORMED FROM THE ASIDE Of STRUCTURE 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAINING PLUS ANY BUILDING AND ZONING 4. SERIES 200E INSTALLATION IS APPLICABLEi0 SINGLE AND 00l%LE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. INSTALLATION IS REQUIRED TO E PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS MID DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS POW poem 5. ALL ALUMINUM EMRLKIOFb TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC MID DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-0 6, AL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-H14 ALLOY. (e) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIE SAFETY CA 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUAL" SIFEL, ASTM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 56.5 bl (AFTER ROVED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESpONS A17y, 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WELLBE CONSIDERED INVALID IF MODIFIED. 5001a W/ 50 NAi YIELD STRENGTH AND 90 ITN TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BURDW CODE SECTION 2411.3.3.4. (d) SITE $EITHER PROJECTS SHALL E PREPARED m' A ENGINEER ARCHITECT WHICH WILL ENGINEER 9. BOLTS TO E ASTY A-307 GALVANIZED STEEL, OR N51 304 SERIES STARLESS STEEL WITH SB ke) MINIMUM YIELD STRENGTH. BECOME THE ENOIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL E RESPONSIBLE FOR THE PROPS PROJECT T AND WHO ES USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGNEER, BALL 10. ANCHORS TO WALL SHILL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DP"NGS FOR REVIEW. (A) TO EIDSTNG POURED COFIORETE: (e) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE Or THE PROFESSIONAL ENGINEER Or BLA - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. LDEX, TLC. (MIN, re-3192 "A.) RECORD THAT PREPARED IT - 1/4- e X 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY DE,IALT INC. (MIN. rc-3000 P.W.I.) 16. STORM PARR MANUFACTURER'S LAIR SHALL E LOCATED ON A READILY VbIBLE LOCATION AT STORM PANEL IN - �14-10 PANEI.AATE FEMALE IDA PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.2.3 OF FLORIDA BUILDING CODE. ONE LABEL SMALL BE PLACED FOR EVERT' OPENING- (fc-3]SO v.•.I.) LABELING TO COMPLY WITH SECTION 1709-9.2 OF THE FLORIDA BUXI CODE. Al) L: AKM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELMATE FEMALE ID A PANELMATE PLUS. A2) MNMUM EMSEOMENT OF 1/4-I X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8• INTO CONCRETE. NO EMBEDMENT INTO ANY FLASH MATERIAL SMALL BE PERMITTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOVOH(SHHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. ER "A Tjlc, ANE, 3) IN CASE THAT PRECAST STOWPRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR i� FLOOR. ANCHORS SHBE LONG ENOUGH 'to 0 REACH THE MIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL•4�CEN BE AS MENTINED IN At) AND IN A2). NO.44167 (8) TO EXISTING CONCRETE Ac A: T * : rrk - 1/I' I TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BLALDEK, INC. FLORIDA BUILDING CODE 10 h VelocityHuon• Zone AS MANUFACTURED BY DEWALT INC.-FP. - /54-10 HO C. (r1500 P.A.I.) 0:, ty em nTEGp. INC. 20 GAGE GA(.VAIIRED STEEL STOAT PANEL - 1/4- e X 7/8' CALK -IN ANCHORS EL PANELMATE FEMALE ID AND PANMATE PLUS ANCHORS. AS MANUFACTURED BY RCO CONSTRUCTION 1 • -` l .D�t'4,r�`��A peew PRODUCTS (rm-2071 P.A.N.) A e'/IWnmA NL ". LN _4Hi PROTECTION PRODUCTS, LLC. IL E C O HNC. .s9P SW 61TILLF maT Nln ` Raw at tk IH►.eNPw WE■a R MTNW ft*C LWBH F L'I (b4)WIP.a7A 20-176 N. Iw.Y rH sHN M/iHG "c GA-OILA59 P.E AIW,/WONWtAE/DME wY,1ER A m.. Pt o-w I OIDtT JT or a ^�^1I ^W W -Cu W U L O O 0 Q ca Ca N 0^ O O O O' W O .� Cn '0 O CU A`�v� /�� .A..i .� VJ Q W (' M LD L_ ' tV Q 0 l X I VL' In. C C 6 / C L.Yv U) L- - (D �_ U C '- 3 ' > CS COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS 3 /24 tAE NSW x OWN) INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-1") V/24 4'/24 4 •/ °A "/0 ®m (SEE MM 2 ■RAW) 3' M.. 2'/24 1•/24 4 s "1*T►� CODE I Off 3 6IID.) PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK rt� : - (ARE SCHCDM w SHEET Be) _..... .. _.. -._- .._ (TOTAL WDTH}--------__. __ __ ._._....._---2.230• 2.591•- Q•• SPen t4a•AO1MS® �'I• oow a3®IANLA3 SRNs :b S FOR commm ANODE: SEE I• MITI MA �- -- ----- ----- t2.300' (EFFECTIVE WIDTH) .__.. -._... - - -_- - } i 2.250-� fJN)' a - atWOt a '°1 ' - -- -----e 1/4'------^ -- ) .. � --- u sEcloHa w sHNRT a. OdET � �TU I a °A� 4 " ta,• Ars ���� _ �\ 4 �1----[a. � WDeou[ r , L _ r...-.t.36D•-•--t.s;7o'---1.350 - ^.,Soo �} � �� f 1 iA ato ar � .075, 2.500' .075' 4 ra IV I hA1 E44EQ_ - 1.2u• Tl'P• _ IV, - l�. Ll �n t• .-,-.-r-.--CrrrT -r r- -T- 60 z 1• ---'-- -- W �` - w0 rI. at- Mrtd . • I�WNRo�qaR:; D.OJ6' w11. THICK N ].500• 2.500' V.k oo P fXYM1■Zm SUER EOE R,iS Itz 2.2441 I�(H>D PM16) (tlTOIOR RAIL) (NIOYDN FARM (NIONDR M1EU -(pq PNEL) (END PAEy (INLF IRE (MTERIOR PANkl) 'El PMNEL)�� -- -..-_ NJwWw,l 4 �.� L _ 2,000' .2�i• I � TYP. ASHY M653 \ 7-' /' . �. M01E Z 3. 4 AWPT � - �; I I __1 OP I 7 C.t •-j, ------ DIME s0_40o MwRwM LETAL A ' SEt gIE 2. a . EWN AE IM3'.iW a 2 ; i , L`,L.�TML A••.� 46s �R 1�3. R2 ' )- _L 1 I t i I 1 I I 114 1 s iI I 1 I f L ( i `-'� i J--. I : . . . II NI.330 I.-� i r. Viiv3b0•. L 1- by 2.470---1 �� _• I I 4D xs&41QE1t1 L �2Ti0 ''. IUNE/14.5s. W/ / A I $-✓• iM/ T1CC QSTO2 q0 -_ -WNo R 7 P< I 1i5 1tii I y1..._� ull- IlLiQ ti' O2 REVERSED th" TRACK O REVERSED `V TRACK N ' 1 PANEL'S END LIP I t w m a , w uT•DU3m 1 a SEE wEnuE i V.TH-aw.• �• L,Y-.,• SEE NOTE 4 OELOR. ' • • NOTE 3. PNKIAM.TE (TYD.> I �• D t aY- 4• SEE SOEDIAF i tll e7ER m 1 / a IFI, � I � I b INPARLI p�q (AL TOGA ii!-- 1 '.-xa3 .- 1` N/ HtEMMED EDGE `.. L CLIP »7OU-..25p• t' IF.n.' AF AO110N4 ON iHR> xs t• �^ dMETIOROUPANF1�Sn �� IY ; '.1�' - AT fl�D PAILS) 1 m OAu i � p i ro OAa ; IF'ypt ••E'EpAREION I , �� TO � I O�a'1 aWiw �y SOEpAF ON WRIT 2O HOH TROD Sub': 1 I 1 T E Q OR N/ dl W/ 16' s I I I I _ _ _ f 2 ttD>[ ] z �P4H IAAf PARR O TO E RSTAl1JS AT EACH OI:OMM N I I II9I OIWAATIE I _, -_._ -_ M tau• T .613• - I' © ® �. ® • Cn LAST PARR ro E ►HsrAlro AT EACH ara+Nc 9WL wArs E PIk7Wom w/ I I to.oe MICALELEVATION FOROPENING ALWAYS E 1APOV= wlELEVATION N RfrR wNou TO FAauTATE NsruunorN 1 _TYPICAL h ; _ FROM E-2 HANG STORM PANEL SYSTEM REAR 1INSIDE ANDLE TO A� _RUCTURE RNA or sr7OwcTEURA1ED 125• F NRJDm TO E INSTALLED Fk01t 8g PJ 0.230' • soma ww - 1' I' � 3.750' (____ I D V 1- - 9 t/4' it.. W T/.' rw. w -ArI/4' Ir. w , N ER{ , �`'�A1J•,�yy/yr' R I �� w 1 3 �+. '$f % i- 1/4• wa GAw-7- I I91 r' r' I I ,tNR i ,Y Mc , J ■¢ N I i '• )' ISOMETRIC VIEW DETAIL A 2o0D 2.a00' _ --_ __ I / .' / ; l " 1„/ 'z• / - N H r� 1 t ROUNDED CORNER 0 ENDS OF PAWLS ----1 ® 0 ® t r( POUND 1 aR e/ a Wro 6 . AN I}i / % " 6 cw. 1 • L '� i !L V END LIP w/ ME1111ED EDGE t25 7S0' ... T t-_ _ 1 12j• SECTION A -A (AIOIwTE LOCA710K W I.�,�. cornRll , w _ SECTION 8-B M DD a (N.T.S) L---..�.-J -, NOTESso" t• �- TRAC(s AT TOP /A PANELMATE PLUS 0R 15' tAeNN oolrxrt __` ;_, .•.EACH. Wi S'w /� I✓, N' 3 WDot _ Yxi - NPZIT ■ A Oaw L_ _ � (� (1) DEFINITION OF SERFS t000: E Z MUSING STORM PARR SYSTEM CONSISTING OF PARR ♦ I / ' . \// / %' / .j// /i/, a f -T 2.000'- YP•) . S- M4, -_.. _.-' lJ^' BOTTOM W/ PANELWTES T ��n L I `,-{o•-r+,-f¢-, �j•r-JaV•' Ns DRCE,E tiww NAr aR 4 •1" TRACK SNE� E$ 6 2"xS" axa ARM. ANGLE QAA (T)• aE7tuR10N OF SERIES 2DOD: E - 1 IRK STORM PANEL. SYSTEM CONSISTING OF PANEL + AIR Alm 0. O O O Cont. TRACKS TOP !BOTTOM. A,tetE� / Apl[ t t�1a.]/.• FD b y % O� m■( or OQ WNEOME / w y=' t100PT (2). END PANELS SHALL ALWAYS E CONIECTED TO 50.1 DUAL NT YFANS d LI / (2). PANELS SHALL AL1YAY5 E CONNECTED 70 BOTTOM TRACK QTHEIWISE A STOP BAR PAIEULATES OR, FUSED J�MLY W IS- LO1C TRACK A7 BOTTOM, ETD PANELS 6061'T6 ALLOY SFIALL E PROVIDED AT TOP OF SUCH PANELS. SHALL E CONNECTED 70 0. C2) in i 4Y-20A3/4 S (E/ 7/? / (to 1rAmaE _O 7- 3 .`tea _ R wM 125- (3). F END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OfWNG Put ORf W 1 4'•-20,.3 YM. INTO TAPPED 2 (E(CEFf I ee+RlW WALL a w a R¢T al 6 -j (- 1/4-0-20.3/4• M.S. w/ 7//6 t 3 32' WNG NUT OR 1/4-w3/a wn. THDMascREW (3) WALL MOUNTING INST, WALL AND DIRECT MOUNTING iNST. a Tar aT o. ■ BB>_ INTO TAPPED BOTTOM 1RMk. LOC�TON OF FASTENERS HMV 6E AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ME USE JO/RLY W/ 15 LORD (p AT EXTERIOR FLAT FLANGES tx END PANEL ApTTo4 eur END PANELS ARE NOT CO"EcrcO To eorta4 TRAac 2 . STOP BAR SECTION1 0 SALE 3 t• FLOOR TO CEILING MICKWTiNG INST. BUILD -OUT MOUNTING INST. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR l6J SN4L E PROVIDED AT TOP OF SLAW PANELS. SCALE S/B-,' 8 SECiLGN 3r SECTION 4 IS ONLY USED AT TOP AT IFAST iW0 PANELS SHALL E COMIECTE'0 TO BOTf04 TRACK (a). FOR INSTALLATIONS WHEN END PANELS AND SOME WASH R PANELS ARE DOOC�IY ((22MMfDJ/ii Nt�trn f _ ISING SPECS 1NDKA O/ NOTE o ABOVE. N SUCH CASE CONNECTER Of PANELS MOUNTED TO EXISTNG SILLTM MEANS E PANEUAIES, OIE INTERIOR PME7. i/El 16 0 1E g03ngT0N4 Io AEOTNEIIDRS ro■ SCME 3/B-1' SCALE 3/8-1- 111 MAY E USED .IOINTLY W/ TRACK (2) ACT A7TACftlNG 60T1p4 11ACk TO MALL h UE[ Q WWt OD A HOP A y N4nINNNr L �C )� TO BOTTOM TRACK WY OCCUR AT ANY PANEL LOCATION. IN TWO PANE(NATES FOLLOMNO SP2CKIG SHOWN ON ELEI ITN T W� 3 1/Y U1 mrCaWle'n>OtL to TI"utsN(p27L oR ate �v : A•.T'(/ (5). SEE SECTION 1'. 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. 181,. EDGE DBTANCE. i'OHI TNb IMERK)R PANEL USED Y w/ 0(SES 4 Y E OF °"w 4 DF AT IBrrotN. WEm oN ,mD a 9600 �aa�,•(E� LN NNFgA CASL SITYl �• ••,,..... ✓ LLJ h WtIHNN/ NOT NEED TO BE CONNECTm TO (1) BY ANY MEANS. TRACT( 2� NSrALLEO NIrAUA7NN I>PM oN Wlnr a. a �CSF''•.� ri 750, .055' (T>W) •�1.: •'' E j✓ THE y vC N 8 •.,� Ep N. TitL/TN TEMt OVERLAPS ADJACENT BYB ffi. LEFT A R OM sroE of Pala) HAVE 8 I?xLfs ,d Ho11E m. H�HNo D. d..r = No. 44167 5 Q N0.441 7 3:' JGEN$ •.7 FLORIDABUILDING BODE h VNoel NurrleorM Zone __-1L L. # 7 FLORIDA BUILDING CODE h Y•beN )"Nu no Zone) L-.-- -- Q 7w . pnoN NaANrNos CAN 9E s : FLORIOA BUILDING CAE h YNoel Hurricane Zon• 1--,750' T t>JOlO RT6q INC.rP. o2OGo n1EO0. WtC PP. ale ANY wN TD SUIT ANr _ = e16Ao 1XIELO, We PP. g+y ATE OF 20 CAGE GAIVANiZEO STEEL STORM PANEL No. 4 167 20 CNWE GALVANIZED STEEL STORM PANEL _ STa �3- MOIt.�•�H sj]'.,• 0R1 Q DIINPt IY: = * T- DRW eY: EA. LDR DTNKC-c1�''• - '4(. 33 7t• _ � " y GALVANIZED STEEL STORM PANEL �, a., 7E OF , Ni. 20 GAGE W ` '-•.,FLS'' --� CL.08AL PROTECTKN PRODUCTS. LLC. P 3 •o•• CT DF 'X - =� AL PROTECTKN PRODUCTSI LL:C. 0 L� e^' s ... PROTEMON 07�O0I �i 3 x3W(Max ALUM. ANGLE STOP BAR ;,SF I L E C O 1Nt - fJ . -.� I l E C O HEN . SCALE ,/2- - ,- VIEW x TQ :sl P+ I L E G O HNC PRODUCiS. LL c. „�, Z Ai NAL � �. 4Im iW. Ai i1RRT S F p N•o0 S.N. 61 StRQT .WOO 3.. A, ■IHM 11• LONG "A•1 IIIIINN A OIANAIHY DALE H1_ J31t. �0�.' , Lo 0 • WAR. K =14 A ••/u • D,ME A. SyT4 I/ • Iw W. v HOUR >W WTI vft. R Is+w wow (A6.)tlr-7sa, rAx: 196.M6r-RAT 20-176 �' (5 ! aw W. r s WSPPI n aNw PHOI (■44�-7w, rAX, (w4)BN-SM7 20-176 L - AN, - M A R anw PHONE: (SMHr-T6q ne, (•A1B9-mT 20-176 Q 6OBI Mum. ALLOY , .i..: Gas m-tat . pq m-un PL AALnwNWnAE/oAn AtrW. aw r . 4■aer ouA IN. OhA TS • • • • • •Fa ..a r w PAIL m-Ww . a : RHA m-iw, a . A. Dan m-un NMmi'w00°O�Ii.. vE Y n w A s/�N L� to 000nu Orr r M w oMMNo w: w:.: aN m-, I Nw ABET 7! O ?< AAANNM4tq `ME AAL/3wHA1WE/MW A 74L1T m.. P.E +r.w MEp a a a PE. SD11lWPHATME/06E ON -Dow Ae r. eNn .W ax► arrw. OROwO w: �( wLWWR A GLUT m_ PIL now IN Z4FLOM U. I SHEET NO. SH 1.2, p�YIANYDYW AS.D. Mat n NEIIRro „� m RLTYIfi I. (SITE ) N +66.0. -753 70' L%1 LESS 2 9/+s• BOLTED • t'. 1'. 7'. ,'W. 2b•3w +66D. -75.3 m' OR LESS 2 7/a' BOLTED C a 4'W - MOPED W/ t +i-20a7/4- 9.S Y.S. k WINOTUT AT OVIDRUP • 40I OF PNEL LEMON YFA911RED B0T70Y Of PANEL. „• '.•1,i2,. •;; .:11 ' I,4 .r• .1 • :I X)I .1711N •.4, YI:1 .,Il. 1;N ]• A ®' A,. E•.. .1. LILT,.. •NI.. •. I..:A �a4 MATNAIY AS.D. DESIGN MA1IMA1 ANCHORS iPACING FOR E M - 3 1/r - APPLICABLE TO AMY / a TNETI MAVMUM PAWL LDIaTH l.• (YL) PRESSURE RATaG .a.(, TAPCOM CMX-IN PAmCLmm PFAYE 0 PANnAWE PIRA TO CONaaTE m OOICYEE m CON RITE m (XXNO•TE 12' N/A 12• N/A 12' NIA 12' N/A t' a 2' (TOP) 11 • 3' e t 0' 3. S" 4" S' 4' '=)+ 12' 3' 12' 3' 8• 6' e• 6" / BOTTOM) i ++ 66.0, N/A N/A N/A N/A N/A N/A 12 1/2' it• 2' (BOTTOM) -7s.3 7' N/A 6 1/2- N/A 4 1/2• N/A 4 1/2' N/A 3' (TOP) 70' OR 1E55 12• N/A 12. N/A 9 1/2' N/A 9 1/2' N/A 3' (BOTTOM) 12• N/A 12• N/A 72• N/A 12• N/A 4' (TOP) 12' B" 12' 9 1/2' 12• it' 12' It- 4' (BOTTOM) e L MIm TO 56.0 p-1. AS.D. DESIGN PRESSURE RATING. a SIE SHEET 26 FOR AN04M TYPE a SPACING NR DWALLAT06 INTO WOOD r1MNE TRADING. MH M 00" SPAMM AND IaiYUM EDGE DISTANCE ATE /OIOLTIO GN THIS SCHMt&L FOR E0. LETS THAN ROTATED OM SCHEQ4L MGVCE INDOR SPAICMK: BY A"IftvOG ]PACING SHOWN ON SWEDES IF THE FOLUAMIG FAGM RL FOR TN! OPD47ION m BE POSSIR . RMM SPICING =AM U9MG FACTOR NOM BE IESS THIN M@M M S►AC•t1G BO K= FOR UO, ANCHOR TYPE AT ANCHOR] LEiGEND. AND= T E I/re 1/4'• Ile. 1/1i I~ REBAIW[ OAK-M ,b. mom VAC" 0.) 3 ] ] 2 1/2 YBLRRANQ INIIY4N et) PAIry ,a-- IRO SIN ] 3 3 ] 3 3 1/2 3 ,/2 4 I& am � PRO= I t/r 36 _ _ _ 2 1/3' _ _ _ m 31 ' i AD i I + REQUIRES MCP. owACE BETWEEN BOTTOM O PANEL I AND ® TO BE 1/2' +� I ++ REQUIRES Mat DISTANCE BETWEEN BOTTOM of PANEL AM Q TO BE: 3/Ir 3/18• Mo.. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM (SCALE 1/2-I-) PANEL SYSTEMS _---15.125' (TOTAL WIDTH)- - ___ _ -. ___-_- 2.167•- -.-- ,�-_ - - - _ __-t2.500• (EITEC11VE WIDlli}__ - _-. -_ _ --_ . __� - -.193' (-1.250 1//PO-20a3//4• --.. .750 S3. tGW MM�.D .s0o 1.350'- C^ 6 t/a' (IYPJ --. .--- - 7 3 p - .. -. 1.390 .h / tt i50' r 374E- ., n• :. : i0 ANaE • 6 ,/a' _ paa 8R O ,2 1 O.C. )00' Casa it I '088 0' i t y Oyn eC REVERSED) ..., h '%� S.37Y � I-1jEMMB pi aAtW4vlita SITTER ©-I 1.671• 2.COO -3I \t� i T. �' 4j, FAGS ARM ABED TYP. GORE so Moak AI G-AD QALv. •CA+- I 4ASN$D' , 2.123- io (---- 1 1.OII13 I �- -_J L� � '- 1 .084• t-,.500---I --OCTAL A 49 1Q STORY PANEL - I--, 3S0" i-_--L350'-- -- DCTAA A l_._L -37s - .-_. 2.000'-- -,; EDP.) �T�,)1 PANELS SW.L R WTUM ALWAYS fAT � L----2-M7•-- - WHY HEADER ( "F' TRACK (� ANGLE WITH STUD END T LEFT WE OF 2O r/ NE:RRD EDGE. ' t0.05' a.9aHx' a ''EDGE .375" y� ( _PANEL 0.024• (Afro.) GKVA TIZED sTEF1 / __\ •AIL ' .zw- ' . - - I133•, ___ O.tm' 1 00 I _ 1 40T 0.625' -. ._ ,_ <. +e26 , - - °• __ _, - -7. -0o27W )-) 0375• -. 02150Y I_. _..-2.59,' -- -_ I:SOYEiBKi VIEW DETAIL A ;33;T---`:o3i --II R-. PAwn 1 OR - 2.Lyp.p _- -1 ROUNDED CORNER O ENOS OF PANEL'S t - Me, .o ' I ` _- f�2.378• -. ... END UP W/ HEMMED EDGE. (N.T.S) I_ __ .625- .375' _.-�- .123" DMAII E 3.730- .072• . I - 2. .09T .05r ,J1LP��NQ� ) : (TYP.) O p .�� {�1 5 KEY HOLE WASHER 3105-MI S4 ALUM. ALLOY f EDGE DP"Kl ® KEY HOLE AT PANEL JBY4iEM../ -- ��' I- I I.._ I i.124' 1 -- .750' -. �N •SEE BEET 6 NR ADDITIONAL .013' LIMITATIONS F SLEEVE LE GTH 14 1 1% .091' ® SLEEVE 2. 1 /B" i 1 250" I - _-IS" M" 2 !'YIm I, �1� _ _ .125• cm.) L- ONIr 5R1ID fpR sLSTALLATgNS Mo WOOD SiRLILTU" A. .Ix£- I .2SO._. _ - __. __ -J 2.000"-_- 2.000' ! 3.750' ^I.. .193' 1rp. T.050'1 (1YP.) I -L "UY 2.OG L •ffi''I 1.730" 250" O7 REV. "H" HEADER © HEADER J I i (17P_) - YAX - - I' MN. TO 5" MMa.... L,�! (@ AAHM HOW fA. 11 "J" TRACK (1? PANEL HANGER ]74 -- 3900 ii+-z . Nmet-IB ALLOT a y/ l'79 (1 1/4" WIDE) FOR PANEL r_ T____-"i I - _ ____ (__-+. -1 oez' 31r ,�• • 470 .21. 'MeN;'S r --_.I . ---- - _. .-___- i ,.s71• 1 � � SOW S-( p O 1.125' 660' 2 - + MIN • ® (USE ONLY E-Z HANG STORM y�Q~�' CEN'p,,• d V -•C .I 5TS1EM) 606J-T6 ALUM. ALLOY _ ��Tsss : No. 44167 FLOIIDA BOLDING CODE Hon IN n VNoct HuMCOM ZorN . I-_ .-I I'Dp� 12r i4, ir, O T- Deb. :, 1.201•I k° � )------I- -I--- - (TV., L OSO• CL STATE OF % Pam nMmD. 9t :' f,P. 24 OAT, GALVANZED STEEL 5fd1Y PANEL MPBN p: L-- - 2.000--- �L i.-I__. ,0. `SEE sECtpNB -- __. _...�• YO •., f ©p :G�� IL ECO1«e. orMTE. AL PROlEC110N PRODUCTS, LAC. GMe 1© BUILD- !T _ "F" Q BUILD -OUT "F" TRACK 1 S 3 ® WASHERED WINGNUT �- EOOyy��� ` � / y � "14A R.----n MHM r , 0A0.: "'w: "m --t.H 4M LW. 51 STOW GOAL ti ]31,1 =_(MH>,eliTe4a Pvc t»4>se9 6»7 20-) 75 �� aIEWIFNe r TRACK ANGLE (ZAMAG 3 ALLOY) F.E EN./k040V1[/QE[ WY.1[R AlIMD71N.. PE O0 I ` S RST s M to CONCRETE ANCHORS _ (SEE SO4MU OM SHEETS 9 THROUGH 11 EXISTING POURED CONCRETE REIX%RCb-; I _-_�--._.__ I 1 1 I ®-- 1 M 1 1 1 G'IS I 1 I 1 I 1 i i/i eG n� l I _.-- - -1 � NBL ARIlP4 I I ' 1 !. IBOM aQ r-� i.' MeP -._ - - 1 1 t -1_ 111 1 PANEL LENGTH (SET sCHEWLE tin.- 1 - T � - ON SHEET 7) TTO GLASS (SEE SLED LE ; i - 1 ,UDR ON SHEET 3) / 1 0< 1, I O , I I_. MAX. I 1 1 O1 1 OG, 1 1 I I OF WALL OR SW CONDITION) CONCRETE ANCHORS ' IMMI (SEE SCHEDULE ON ---EA.---' SHEETS 9 THROGH 10) l 7 ••; • 1 �31TI;'.i� ALTERNATE CONCRETE ANCHORS LOCATION -TSEE SCHEDULE ON COSTING PORED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE ROOK REQUIRED. TERNATE LEG I' tTON CONCRETE ANCHORS / �. / ~ s•-xa,• Ss M2. r mur . 13 t/r o.G / -_�_ _ (SEE SCHEDULE ON - y ,? SNEER 9 THROWN 10) f , _- _ _._. I/Ib-xK l ED. 7 -�. - , . KAD �_ . ' � I ; I 1 -� TO GLASS t (SEE S ON I I4-.Nr1• / sT LDus r AT f---. E E _ `'= .� FA O.EIA� ADIRN a017-(n PAN0. LENGTH 1 (SEE SC EDULE EXISTIiW_I I� i. _ , _- _. _ _ ON SHEET 3) ED. i.. COCRETE ANCHOR$ (SEE SCHEDULE ON - - SHEETS 9 THROUGH 10) E.D. a EDGE DISTANCE (SEE SCHEDULE ON TOP h BOTTOM MOUNTNGS CAW BE SHEETS 9 @ 10) COMBINED N ANY WAY TO SUR ANY INSTALLATION. N 4 1 I ,11 1 •1:1F =/1f--- ; � _O 30,E I OF 'V i MAX. 1 I l I Siam Ian 1E EXISmIG POURED CONCRETE REOU ■ e s ,H on CONCETE ANCHORS I 1• MP. PANEL LENGTH (SEE SCHEDUI.E ON SHEET 3 FOR SPACER (� k SOHEDIAE ON SEEI5 9& to •({a SPACER MR , ray } BOR F 'L' WAX. (SEE SCHEDULE O SHEETS 9 THROUGH 10) w L�-- i_..._ -1 � 912 1/a" LONG MAX. ALUMINUM �.A SPACERS O 6 1 4" O.C. VALID FOR "WND PORED CONCRETE ALL DESIGN AIB PANEL LENGTHS PER SHEET 3. OR CONCRETE BLOCK aE0URE0. _, t' WX. LONG ALLRANNIM SPACERS O '� 12 1/r O.C. (SEE TABLE /1 ON SHEE,' 9 a 10.) SCALE 3/8-1' INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PAN I n INTO EXISTING WOOD STRUCTURES -L-_1.. j ;/4•• LAO SCREWS O I O.G. W/ 1 1/2' NV+, TMW-40 D Pp�TRAMOY 1 _ ,/4'• LAG SCREWS 16. O.G W/ ro EXISTING WOOD HEADER. :. . (3 IPI1. i ED t/4.4 RIG SGRF115 O e' D.O. r/ t/2- WA. THREADED PENETPATION �- it MT OR ON EDGE 1 ' INV. iNF/N)ED t1011 PET. m ETDSTIG W000 HFADR. EX 4 COnI /tb1' SM.S. �� m EX6TIG x00D ,1O1D[R. ( I I e G CND OFQ 1 4'•-20P3 Y3. I 4 C-t. III.,- S.M.S. \ I 6 Gerd W+/ T/6 WrIG '�.' /� NUT O 2 O.C. • FA ETO O Q X 5?� A! .c 4 Ca i 1 1 1•• 1M1• SINS AG Yn e T St,Er*, e C/ i a••- 1• , • I ND a 7oa3 S' Mn. D E .,, I / lr .•1_ I_- MEAD �/ ) .`� (SEE DETAL 1/24 k NS 7/6'••.TnI' TO [EXISTING WO .E.m LA BfA�_ ALOE i � R ) r-f TESL k 4 GOAL i •' /!. (j Fj .�� Wppp NE�p�R s/1s' AAPn. POP RNET /tsar SYs. - I 1 5 IEW]AED ml 11-1 YViN OF EVER, ® • FA END OF ® \ % 1. 1•�` s 7 7 I i�uRED R ( 1 I/24 k I OA 1 _ NO ---L44--- B 1•-� - I ' WOOD HEADt+ REWREO i I ' 2 e/Ir NIA. I - '/•'• 1 1/•' 5 I 1//4'•-xOaJ/.' Y. SCREW Y 2 9/1e• Ib,. ; SEPARATION 1L5. W/ � T BYaT/32/ - sEFARRXw i!•'•-21/.14' $ m CIA$& ]/e-b] $' M)f - TO GLASS. M13L YW/7T/i. 3/sr i N 9• Ir O.0 W 1 2 7/3• � f , f EVERY OVERTOP I .. 4 ' t 4`I-2W3/4' - STOP CLAS ' ' g ;. uE SCRtW w I ,it'•-x(Ns/.' N I . 1 2 9/i6• MF. 7 'IP] •/ Y/BSCAE/Wuf . _�_ i WN9NU7 e $-jI TS pQASS. 1 MNY 0•FW/Po "°" OYEI6AP I I Ia i I 9 - ( ! I I t �- I ; r M H QQ r� r I x �', I 9 K J x! ^ '� Si r j 4 Y f S O� ; 3 Lbne , XIS �, I 1 AY-20.J/4• ILS. u > I 1I .I ..,' � W 1 1- 1 -- - _.- - • ,r o�c f .I 11 r q 1 LV 1 I l' 1_ u -_ (2'd' AIPa_) 1 .m. �C_�f f oII_ f '.1�, 4 - --1 _. L.. 1 4'F-xD. T/4' LL5. v I 1 4•F PANFlAM1E F / D 6 I X Ef 2 1/18'a/.3,,3_T�pW]R'..MR GOAD- u �I A�� i T �INTEEE, _ _L- _ _l T,4'r_20.3,4• Y.5 dl 1TKlM / ( ROTE to BELOW) PCNETRAn" 12 1/2- OC. , e/ T/p'63 32' YMCA - L ( P. �-� Nn OR I,IF_20.3' 1/1'• LAG sc4Lws . C O.G W/ I: 1 I r ,NVL i1VEA0ED PD,ETRA . a --I'"' Q AI* 1/4Y- 1• ME. W/ I 1.2]0 THtMM5 , (SET _ I NOTE IA .eP_Y(�-,.� D Ali A SORES 2000 OR MTod1 7�IP/a4Sx"(/•�N3-3Y2'g3 II. 11••NUT 0EN 4'Nl/l" t2) 11-10 PANEIWTE PlllS W/ iMMBSGMW ( NOTE to EL011) ''. B ; YS W/7� /32• 1 i e5 ow ac nwma . , 2 . `, c Y:Ic aA nc �E�� M1n. (2)- 7'M' EE7L 1 1 /2' wn THRFADD RPDIEIIMig11 I E1/2- Yh THREADED 6PENflRA. WOW -r EriwO. E r1nTE EDGE �OjERNATIYE 2"'W WnX ORLi. "E"'W"D a NMYOn+ a MiE �� MT OR ON EDGE NW, 2'as' WC0D 'jJ ,�a�N-��NG SCARE 1/4--t' Mr OR ON CDKI L3aL`il;`M.OiifMi PLATE REWMED Mt "W ALTERNATIVE I _ SCALE t/4'.1• : 1 '. FLOOR TO CEILING MOUNTING xDEEs X 1r4 lu •rEn,wu ALTERNATIVE 4f2W 1. INSTALLATIONS ARE ONLY VALID FDA aUED"Z WITH A.S.D. DESIGN LOADS L� W1IHHMIIN SCALE 1/4--I' lA TO +tNs O, -75.3 AM AND PANEL'S LEGTH W TO V-10'. PA A. T!( TE�rj �� 3 W jr �,Rt' jk 2. FOR NEW WOOD HRAYE OONSTRU1CTIM MOOD MEMBERS TO IE SOUTHERN BL- W \•'t 1 :•4! 5CAE I/4'-I' PINE t. 2. W/ SPECFIC DENSITY O 0.55 OR EOIAI" • ��Q vGENS �- :.�9�s f '• FLORIDA BUILDING CODE HI h Velocf HUA1COrve Zons �� i : N0. 4 , asD2D nma NG. * c SEE SPECFIDA AND RT:OURDETIrs i011 M OP B XAI TOP A$ * 20 GAGE GALVANIZED STEEL STORY PANEL oRaWI n: AS PAIL YELL CD,aNit11D1A ro TINCKS OR AT BASED ON YOOAO s f ,ODD a mDD FSTAIIATHDN rrPi aN 2 AEw.e�APLW = -a'• STA OF �' �� LOBAR PROTECTION PRODUCTS, LLC. RNE'E"i0 - _ p ' an: FC o' %-__ - - �L E C OaMac ND1E ITR „Tor,Y sR+Yv.A. dLSEIIALLTrvE TOP IAI<<Anro A^'•. \ i WOOD FRd� 0 +aro Lr. s1 STREET n- �,�(Cs+''••.... •Fj / �34�J-Ljj TYH ANY D+1E ti 'E� alw rAXI,c (u,pO.m FAX14 "I a aW A MDNSTINas ON BE cD,eI.ED R ANY S/ LAX: 1•a4)b9-en, 20-176 WAIT m SUrf ANr OiSULIATON, ~' uPN aIA-0006~Y 0M) m-i- N`"•bION sCJWE 1/4• - /' I L sta%O,u*IMCDAZ „Y Ognso R: NOR : s,A1TrDt ,RACI15 MOT 510rM1 FOR l%AR(TY ANTEt A ALIT ... PL - Man M N xe N,7 O�4F�-e n � •;TIP-• MAXIMUM PANEL LENGTH L+ OR L- 11. D c> MAXMU M AS.D. PRESSURE RATING (p.s.t.) (+ a -) CONCRETE a WO70 INSTALLATIONS t L+ L- 2aD 12'-0' 12'-0' 210 12'-0• ti'-e' Sao II' -I• No'-9• AO to'-10' 10'-0• 40.0 r0'-I• 9'-4• 43.0 W-6• a•-0• Sao r r• 4'-4 Se.o 8'-r 6•-a' - 4ao 6'-r r-r 6L0 el-D' r4- Tao r-a' r-a 75.0 r-s 6'-10- Im.o r-2. 6'-r Sao r-6• 6'-s• 90.0 6--9• 6'-2' Rao 6•-9• 6'-0• 100.0 6'-5' 1'-t1' /03.0 6'-3• S'-6" Iran - 3'-r 1r3.0 - 3'-C /r9.8 3'-3' [LNG YL AND CORRESPONDING 2/4 1 /4, 3/4, 4/5. 5/5 A 6/5 CNEDULE ONLY FOR REGULAR STORY tW/6. 2W/6, 3W/7 III 4W/7 RETE. CONCRETE BLOCK t M�D (t) 3• VA" - - �tsFF 1D L)E oN - -- ----�-3' MA`- SRIOLE PANELS(1i tTlSiRAil11® AT EACX '-i• MON. j 0 / - t' YM. ENO WITH TRACKS (3). n. 0 A 0 MR 0 O ' O ORECi IIOUIITED AT EACX ENDED D.M.. .( , 4 . �T-1--I-r r-1--i-r-F-'7--r-r-T� ,/ r r-I-7-r-r-T-7-r-1-I -f� MAXIMUM PANEL LENGTH l +' OR L- it. D MA MUM AS.O. PAESstIR[ MTNC (P..F.) (+ or -) CONCRETE a wow INSTALLATIONS t L+ Lr 20.0 I4'-4• r3•-0• 230 12'-10" 1/=r AO Ir•-e ro•-r AO r0'.to' 0'-0- 40.0 0'-e' e'-2' 410 0•-I• 8--r Sao e•-7' 6'-2- SSO 4'-J• r-9' Sa.o 4'-0• r-3• 05.0 7•-Lr r-2' Tao 7•-3- 6'-Il' 710 7•-2• 6--B• 80.0 r-0• 6'-3' ASO 7-0' 6'-3' Pao 0'-e• 6'-I• 03.0 6--7' S'-10' /OOD w-r S•-r 1aso 6'-3• 3' 4• I TOLD - S'-i' /10.6 I' -a' WIWUM SEPARATION TO GUISE SCHEDULE MAXIMUM ANEL LENGTH /WIND SPEED 4 170 ..p.h WIND SPEED > 170 m.P.h (In) UNRESTRAIED RESTRAINED IlN1ESIRNNED RESTRAINED 30 OR LESS i• 1• 6' 6 ,/4- >33 TO 90 I• 1• 7 t/2' 7 i/r MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION TIC I�,1,1,� DIRECT MDlO(T HEAADEP AD 'U' HEADER 'STUD ANGLE T TRACK � W -r/TTsRREAcCK CLoLRFS - DIRECT WOW 46' 32' 32' 35' 55, 1. SO• 4 14*X1.5• STUD ANGLE W 32" 32' 32' 4s' 38• 3a" i 'C TRACK SS' Sr lr 42' 6r 1. W. 1 M SEE 5o' St• Sr 38' 60• 54' S6' ®Iuolu I I � _i-_ l_ 3 - - - :-1------ - --- f - -- A -' -�- �; --f- _ - 11 ll�t - . INBWTED PANELS 1 I I BOL1Ep PANELS w/ i M-20Ai (SEE SECTIONS AS I F I S.S. M.S. BOLT W/ ( O FCA DVFRW !-_1APP� lLE'.I ;...1 :�`, _ i. 1. .0. ,r` `SEE SEC i A lAPP`� i' I ( I•r' I i f I W D.M..�.® I - - ----I - - - - - -+- -- ® Of ® uAx .. - 3' Dux - 1, INN. 2/4 1/4, 3/4, 4/5, 5/5 A 6/5 '" MN. 1 W/6, 2W/6, 3W/7 h 4W/7 _.- -...-_ -ANCHORS (SEE SCHEDULE ON BEETS 9. ,0 All)._ ._.___. -_ REGULAR STORM PANEL n ELEVATION Iv4• GAP zear N.TS. MALL GAP -r-O SECTION A -A 1 N.TS. worm Oil) L+: MAXIMUM AUDYABLE PANEL. LENGTH TOR A GIVEN POSRFh A.SD. DESIGN LOAD. L-: MAIL MIOWVBIE PA a LENGTH FOR A GLEN NEGATIVE ASD. DESIGN LOAD. (2) PROCEDURE TO DETON04E MAXInM PANEL UEGGk GN4N A POSIIWE A9.a DESIGN LOAD. DETERMINE MAXIM M PANEL LENGTH %+ FROM SCHEDULE GWEN A NEGATIVE ASD. DES" LOAD. DETERMINE MAIOYIAM PAIL LENGTH 9.-' FROM SCHEDUAL FI AL MAXIMUM &LOVABLE WIQ LE GTH a EQAAL TO THE MBIIMI DETERMINED PANEL LENGTH BETWEEN Y+' AND %- . (3) SEE SCHEDULE BELOW FOR MAN. PANEL LENGTH FOR POROSITY O3YRI RATION t NSTALLATIONS INTO WOOD ARE LIMITED TO t e3 p.LI. MAX ASD. DEMON PRESS RE RANG 9. 10 k I1 FOAL MAX. RSA. DESIGN LOADS k ANAL PANEL LENGTHS FOR * � .. o. 44167 %. It TATE OF * - � .m ixnm wG I L E C O 1 «O. 24 GAGE GALVANIZED STEEL STORY PANEL „'A1'I1, GLOBAL PROTECTON PRODUCTS, LAC. °2`=P„ '° • Qom' ,,Fs•• 0 I, RID • H.rxAAraeaa.. 4Y00 I.Y. OI ARMED DOE.PL333I. h S �•{ // \ • 6 11�w : 00 w--.r . M- , R,W --I- PINOME: {«4)M9-Tsa, TA4 (RI4)M-o7I, 20-175 bb"-/ Nd -_ r1�.er- -.- -. a �,.. ..e -. oMMIND NP INTO WOOD STRUCTURES -, ;O�n .-_----� - - -TI -`- i \ 1111 �Ii11 J �:-- (�SDNEDRRF oN x�( (SF25 _._-_O,/1'•-gOrKp I SHEET 1t) g2,..(CI 1 I �OLi ,_. �v-'- _ __✓/-_.. --• Ili �' 131Go, I ,., 1 J .'. i CIA �. --------_- -} ) 1, M- i.. ! I I __ WOW - Z _. III I BLASs�'i (SILT SCHEDULE �1/4' REWIRED- - ( SpEDIULLE DN t ( .'. 1 --------------._... -_.L.-- - oN BHRT 1 FOR I IA. " 1 4• SUET tt) , I r -SPACER y._� i t ('� _ I 1/2•I DI of r J - I- I � i .G .. I I MAX. -- I / 2 _. - T... __ _- __ WOOD HEADER -� r 1 ED ( . . I - REWIRED 1 _ _____ I Min - : Mfn. \� - C _ -___ I i EOI ( I lJ i ' 1� I -.-. _1 ' + I L I� I' MAX. LONG ALU INUM SPACERS • 12 1/2" : / I I I EJ O.C. (SEE TABLE /1 ON 94MT 11.) I O ' � i SEE NOTE - BELOW FOR LIMITATIONS FOR 1 1 SEPARATION 1 .I I 1 t/2' MONO SLEtVLS. �TO GIA55. 1 PANEL LENGTH I I PANEL LENGTH (%i SCHEDULE I I DN SHEET S) I (SEE scHEDLLE 1 1 (SOENNE sGEDuIE I' P MA R P _ ANEL TE E E 0 ANEL MATE ON SHEET 3) l_ 1 ) '- j - CHILD t/.-A-sa,• 1 1 .. f PLA)5 ('R SCHEDLAE OM BEET T 1) Irl t A/' -1 ATLA 15 r I ADP. I \ ) ' _ 1 EIXIS'SiING I �..i _.._ .TIDED- rLNa- _ -e'I -I GRASS �(5EE SCHEDULE � PLATE REOULRED . 1 I I ON SEET 3) I DIRECT MOUNT W/ SPACER -__ AL AnYE 2WW I i SO:[ 1 `-' I O t2 I/2' O.C. SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS k 1 I MA%. AS.D DESIGN MOMS FOR 7/91 INSTALLATION. I I W.L. EO ( I MAX. ® - - - \ u -3 4' .; j O t2 t/2' O.C. EO .. I \ 1 rr__ - I I -. - WOOD * * EIOIE - -. ED I - _-1 _ STAGGERESIW ! i Y _ _._ _. _- __1- (SEE SL'EEDLAE ON SPACER M UAY E I ,/r LOG F: \ • , I. SHEET I1) (1) MEMIAIW t/ LMITED m A ONE POW @LWM 4 WIN Ir-W rX4" WOOD -� ,11RDIE: RIM MUM NOW MMff ONE E A RRMCfION FNW NR _ PLATE REWIRED �� WOOD ANCHORS II ■a0n6 NOWT MIIIpnY ROHGRD ON s6f tl) STAGGERED W/'RCA '' YYt 6E31IIAATHDRN m GLA86 e010VPD X4" WOW oN OHM 3 MIN « OWXOM 10 1 P /S - - _ TIE REWIRED (2) AN"" eme THIN ON/ORENT SA DA4 WIFE "W" 0 O (SEE SCHEDULE ON LOG As M Fa3DAR6 qE _--_ - - PAR MAIL RM) SNARL K FORCED MMMM A 0 1/4. O.G II ; SHEET 11) COPUM WON ma a A L>BCmmm mm Tx 1/2• Q.C. sp.em MLOM ON ., �' , (1) WM.M ASO DOOM INEIITRAE MM 0 -ft -0 MA. (3) Ma 34 06K FAD, LE GTH ■ LYRD m Se• A ANY oIOM . -- GO hoi=m am PMM LDGM E WALL MOUNUNJ f DIRECT MOUNT n�EDULEE Ow III. GRAN uI°°I PA"°' 1E"°nM ALLaE'° ON M. ALTERNATIVE = (4) 11/2• I= WAM Ca6aBNT /•A Of" K AS ICWAM ON WALLpyM♦OLIONG t» TImm PAM EaMUANM E OILY SCALE 3/6-1 S14T L NEMLAIOI OF I I/r LINO: PALM WI 0/ OLY I 1 ALTE�TIVE i W WO AN DOPMP VOW INK IRMA. WUE POE 00 BONDS 1, 2 NE 3 AB ovum YF AM SCALE 3/6-1• (4) MMLAr4N WAD OILY FOR WIND =SLVV OW AM M 202D (7I1 EWYOO O• AE FLORIDA ZORp 1, 2 a 3 PEN AMU E 26s-oa ER A:.T��tij Qy •.. tlQ71S �Lr'' �CENS'':`/� FLORIDA BUILDING CODE Non h Veloci Hurricane Zone .m ALUM SIG' 24 GAGE GALVANIZED STEEL STORY PANEL fA. NOTE FOR COMINADDN OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. _ F NO. 44167 V. xK DESIGN PRESSURE RATING (P.s.I) AND PANEL LENGTHS *! OW-r: BE AS PER SCHEDULES ON SHEET 3 FOR = TOP k BOTTOM MOUNTINGS CAN (EXCEPT COMBINED IN ANY WAY TO SUR ANY ALTERNATE 2W') STATE 0 - - GLOBAL PROTECTION PRODUCT'S, LAC. W/D/IM . , beC IL E C O 1«�C� INSTALLATION. •. F(ORID -- - 4eGE Lr. 3, sTN¢I 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD e,, io IMP a r as WN9NA aNAm4 n -R Dav, FL 333M S%""'•'••N �- PHOW FA+A 20-175 KEw�-sm --`- (Mger-7Na (OK)aw nn MEMBERS TO BE SOU THERN PINE No 2. W/ SPECIFIC DENSRY OF 0.55 OR E(N.AL. bNN E %A Cm A l"m .IN. 'L. av H-te 4w ow 9 a le N/ NMMn,Ar lSIE711 ! r-i IMLn amYa /train (C) t. SROW PANEL SHOWN ON THIS PRODILT EVALLA7TON OOCilYEN7 (PE-0.) VAS BEEN VERIFlED FOR CONPLMNCE w ACCORDANCE - ,/4'0 TAPCON ACHORS. AS MANUFACTURED BY I.T.W. 6uILDE%. INC WITH THE 2020 (7th EDITION) OF TIC FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - %14-10 PANELMATE FEMALE 0 AND PANEIANTE PLUS ANC,IORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRIGWE ZONES (MNA-DARE / 9ROWARD COUNTIES). - 1/4.0 LAG SCREWS PER N.D.S. DESIGN WND LOADS SHALL BE DETERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 7/16.0 , 5/8• WOOD TR/SIIIG. AS a5TR19UTED BY ALL POINT SCREW. BOLT k SPECIALTY CO. SPEED AS REWIRED BY THE J RtISDICTION WHERE STOMA PANEL WAS BE INSTALED. AND FOR A DIRECTIONALM FACTOR K -1 N M A T D-O 85 U50NW ASCU 7 6 AND SNAI O EXCEED THE HAY UM S D DE90N PRESSURE RATINGS INDIOA ED ON SHEETS NT ( ) C.1) THREADED PENETRATION O W000 OF TAPCON ANCHOR$ SHALL BE t 1/r ANO Z' :OR ELCO PANELAATE PLUS AND PA 1. 9 TH861 12 EF 17. id. AND PANEIMAE FEMALE IO. IN ORDER TO vERN1' THE ABOVE C011OTION, lL7Ik1TE DESK// WINO 1L7A01 DETFRMNED PEA ASCU 7-78 SHALL R FOPST REDUCED TO AS.D. DESIGN PRESSURE RATING BY MULTIPLYING THEY BY 0.6 N ORDER TO COMPARE THESE W/ MAX. (&S.D.) C.2) MINIMUM THREADED PENETRATION OF <AG SCREW. INTO THE WOOD FRAME UNIT SEAL BE 1 1/2". NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 a 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REWRM THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 331t INCREASE IN ALLOWABLE ACCESS FOR WITH LOADS WAS BD}; USED M THEIR ANALYSIS. FASTENERS SPACING TO WOOD HUTS BEEN DETE1M,iNED IN C.3) MINIMUIJ EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL R AS INDICATED IN THIS DRAWING ACCORDANCE[ WITH ND.s. zo1e. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERFIED IN .ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SHALL R 5/8-. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2- LONG MMMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORKA REPORTS %OB14.01_01 AND #0219.02-09. AS SINWID STUCCO EX15T, AG 1' MDaMUM FDI WALLS WITH NIO SiLI--- PER SSID 12-99 k ASTM E 330-02 STANDARDS. AND AMERICM TESTING LAB SOUTH FLOMOA RETORT I1123.01-I0 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1804 OF THE C.5) IN CASE TIAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE COSTNG FLORIDA TRRLDING CODE. WAL ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1). C.2) k CA) 2. ALL ALUMINUM EXTRUSIONS TO BE 6067-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTEO). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTUM. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H1a ALLOY e. PANELS MAY ALSO BE NSTAlED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PAELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-6A53 GRACE 80 MNIMUM, G-60 GALVAIZED TFREOIICH 5) EXCEPT THAT HEADERS® a® SHJ.L, NOT BE USED. STEEL DESI G ATION W/FY- 12.2 bi (AFTER ROLLED). 9. R SHALL BE THE RESPONSIBILITY OF TIE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL. SCREWS TO 9E STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OHN ATTACHED TO INSLIR[ PROPER AIC1/0R1Ck. THIS SNURER SMALL ONLY BE AlYAC1EA TO CONCRETE. BLOCK OR W000 FRAME f3UIl0wG5. SOOIe W/ 50 Hsi Y1F1D STRENGTH AND 90 k0i ili9LE 'TRENGTTH AND aHN.I COMPLY W/ FIORiM BUILDING C00E SECTION 2411,3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS I, 2. 4, 5, 6 AND ALTE73NATNES IW, 3W k ON ON 6. BOLTS TO EtE ASTY A-307 GALVANIZED SiEEI• ON ANSI 304 SERIES SiUMIRE55 STEEL. MOTH >a hai MINIMUM WELD STRENG7M. SHEETS 4. 5, 6 k 7 RESPECTIVELY: SHAL HAVE A LEGIBLE AND READILY VISIBLE MARKING W61RUCTNG OWNER OR TEFIANT TO SECURE PANELS WRH APPLICABLE ROMF'ORCEMENT DURING PERIODS OF HURRICANE WARNING 7. ANCHORS TO WAS SHALL BE AS FO(LOWS: 11. THE INSTAU.ATON CONTRACTOR IS TO SEAL/CMAK ALL SHUTTER COMPOENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. (A) TO O(t5T7NG POURED CfMN:RL7E: - 1/4.0 TAPCONN ANCHORS AS MANUFACNRW BY I.T.W. eaLDE%. ITC. (Min. F<=3192 P.O.,) 12. STOMA PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUSS ANY IBU DING AND ZONING REGULATI NS - 1/4• • a 7/a" CAW( -IN ANCHORS. AS MANUFACTURED BY OEWAL,T INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - a 3/4- SOLID -SET INCNORS. AS D5IT6BUlTED BY ALL PORfT SCREW. BOLT a SPECIALTY CO. (w. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (WTI. 'IDOL OIL) - jIM 10 PANEIAATE FEMALE IO a PANELMATE PLUS ANCHORS. A$ MANUFACNRED BY ELfb (bNSTRUCIION PRODUCTS. FOR A SINE �ECFC PROJECT: i.e. INHERE iME SIRE CONDITIONS DEVIATE FROM TFE P.E-0. 0 - 1/4'0 ZAWLC NALN ANCHORS. AS MANUFACTURED BY DEWALT. INC. (R) CONTRACTOR TD aE RESPONSITRE FOR THE SELECTION. PUIICHASE AI'IO 15TALLATION 1NCLuaNO lSE SAFETY OF THR PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVOTE FRO/ THE CONDITIONS DETAILED ON THIS DOCUMENT. A I) MINIMUM AEM OF TAPCON ANCHORS INTO POLLED CONCRETE SNAIL BE 1 J/+-: 2' FOR ELCO PNNELMIiE ANp CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOUrT. + 3/1' FOR ZAIMC NNLN ANCl/ON5. OR ZA (E) THIS PRODUCT EVAWTKNN DOCUMENT WILL BE WNSIDEfED INVAUD IF MODIFIED. AA2) CALK -IN a SOLO -SET ANCHORS SHALL BE EMBEDDED 7/8• INTO TIE PORED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A TIMM REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WOL BE RESPONSIBLE FOR THE BUT WITH RNIG NUT'. PROPER USE O' THE P E.O. ENGINEER OF RECORD. ACTING AS A DELECATED ENGINEER TO THE P.F.D. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIM DRAWINGS FOR REVIEW. A,3) I4 CASE THAT PRECAST STOMA', PRECAST CONCRETE PANELS• PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO PEACH THE MAIN STRUCTURE BEHIND SUCH PANELS, (a) THIS P E.O. SHALL BEAR THE pelf AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHOR" SHALL BE AS MENTIONED IN Al) MO iN A2). ENGINEER OF RECORD THAT PREPARED TT (a) TO EXISTING COKAETE I1LOC( WALL ASRM C-90: 14 SLITTER MANUFACTURER'S LABEL SHALL R LOCATED ON A READILY VISIBLE LOCAMXN AT STORM - I/4' Y TAI CON ANCHORS A$ MARUFACIURED BY 1. T. W. SUILDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709-1.2 OF FLORIDA BUILDING CODE. OE LABEL - 1/4' • a 7/a• CALX-IN ANCHORS. AS MANUFACTURED BY DENALI. ITC. SWILL BE PLACED FOR EVERY OPENING. LABELING TO COPLY WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. - 1/4.0 % 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED BY AL P094T SCREW. BOLT k SPECIALTY CO. - /14-10 PANELMATE FEMALE O AND PµELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 1111181 - 1/4. 0 ZAMAC HAAIN ANCHORS. AS MANUFACTURED BY DEWALT, W �Eii A T1� �.••••••.••.4. B.t) MMNMRAi £M9EUMENT O TAPCON ANCHORS. ELCO PINELMATES AID ZAMAC NAxIN ANCHOR. IRO THE '•.•� FLORtDA BUILDING CODE Non NF h Ye1xi NurHN:one Zom BLOCK UNR SHALL , 1/.•. - ,• 1Va��10ENS 8.2) CALK -IN k SWAN -SET ANCHORS SH41 EMBEDDED 7/B' IRO Tiff CONCRETE BLOCK unit. NO EIEM'A11'044 7 = o2GD n1Etu PK 24 GAGE GALVANIZED STEEL STOtRII PANEL 1XVW,r'I'eY: rk SR1CCp SIWl PERYR'1ED. 1/4' 0-20 SCREW' USED SMALL BE t 1/2' LONG WNMUM SHOULD DUST, * - ARO 1' MINIMUM FOR WALLS WITH NO STUCCO. _ - r'= -", O/V/2m _� STATE IL E C O 1«G PROTECTION PRODUCTS, LAC• DNA , 0.3) N CASE THAT PRECAST SRO$. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS 8E FQON F(ORI 'V /J'�,! IeEo S.W. 3, x,P9r EXISTING WAIL ANCHORS SHALL BE LONG ENOUGH TO REACH THE ION STRUCTURE BERM SUCH P '(a\1�A:4 / " r` D• a• a°A sama A aN• NwL rt ]v1• 20-175 'f p '...... ^-' Uwe -•PAN S R1_- RCNE: M.)M-M& FAW (W)M- , � Imo. ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND IN 9.2). S/QNA. O NNIRIRa Ra. �iN� nR" DMIW019 O'`bYbNNHIL .'A IS >tIL/MNAAWIIIF/OATE WM1FR A NUR Y. PL YAM-IY 4 W13N t ale INSTALLATION INTO POURED PORED CONCRETE OOCRETE BLACK DETAILS CONCRETE OR _.__. FOR REGULAR PANEL CONCRETE BLOCK � Sim POUTED CONC EIE DR CatCRE7E BLOCK n STRUCTURES CONCRETE ANCt - - % rEOVIRED. % CONCRETE ANCHORS j REQUIRED. (SEE SCHEDULE ON -..� SHEETS 9 THROUGH 10} 7 T (SEE SCHEDULE ON - SHEETS 9 THROUGH 10) O EXITING EGSTIIG POURED _ �J -- OR CONctErc eLoaL-, ._� 1n•�2mT• - 3 1---H _( 1/2' �,/+• ! - _} //2' .,/4• RIE'OUOIED. - Tao Yaus j L I _. _.-_._-... --_ 1 / LO. I I COltETE ANCHORS j (SEE SC 13 ON__. S EETS I THRO GH 10 -___ __.I - I I i I / I / I _11) 1 -Q i �1 1 1__..__ -�� _.T- ra. r 1 - 1 8'_-_ -T_.. mm ■ T EO I I I ' I SEPARATION 942� � � 'h. I SEPARATION w II30w rOBI ��1 Y j// / / IXIS1wG=� (SEE SCHEDULE CLASS ON SEET 3) . i 7• Ma%. L (SEE SGI�EDL1 ON SHEET 3) E } L '.. I 1 1 PANEL LENGTH I (SEE SCHEDULE I D I I 'i' 11WP IH'1. SEPAW'IION I 1 v MOOL I CONCRETE ANLICRS I-- - .. -. �'.. I ON BEET S) _ . I_ - - 1 6 _.. -.. I PANEL LENGTH 1 TO CLASS, L SEE SCHEOUtE i tsEE (ON I PANEL LENGTH I (SEE SCHEDULE (SEE SCHEDULE ON I. I �. I VR. SSCHCETOUtE SHEET 3) I -ON �.A;.:. 3) -t' � _ - S..___ ON SWEET 7) SHEETS 9 1HROUDI t I ..O I I I TI : 5011 -N/7�� WA55 %, ®- % I MA1X. I _ 1•r /� i // I SOIL j I i O ED -,'I , r e Y ,/4• nG ejtr ' . I ��/i L��� X 1 MAX. /j� /� % I E.II1. (-s I I 1 /! / i I /////% ED i ) i�// I I QO 1 f� 1) 1 IJ2" i- ---_--- -.. _ EXISTIG POURED- � OR :, _ . i @ I O 12 I/r O.G /i/ i 4 gI LL-_-_! - -. �• i�ii tiSLLAM TEK sew. OR •ve "•"N COCRETE CONCRETE ROCK i ` REWWRED. I CONCRETE ANCHORS ((EET59DULEOON , APPLx ABLE) J I � A> .-EG-CO-': rs -.. .___.._._i_-._..-1 ,Q I 1 ILLTER/ATE y T- WTI. -- W/(,'11 ONLY WHEN SOLO LEG LOCATION • '- O SET a E;11 HORS AM USED a W/ WHEAT .___OR • RETIRED CONCRETE ALTERNATE CONCRETE IC POURED COICRCTE COICRE'TE MCCHHORS ARE uSEDh3 CO OIIIREAA ROC( ANCHORS OR CD/CREtE ROCN (SEE SCHEDULE ON REQUI ED. STACCM W/ SRLiV SILTS 9 THIIOUGH 10) (SEES 0 THR ON SNEERS 9 7HNOIX:H SCALE 3/e-1- 11,0,I) yi��i�� SCALE 3/e-1- ('�� Di y�ENf.LiXFiLJi SCALE 3/MR• IANN� •l Ab T p�v�A11 �':'�TAC.'6'S • FLORIDA BUILDING CODE Non Hi h Veloc HurT(Gone Zone ED. EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 A 10) NOTE FOR COMBINATION OF SECTIONS: TOP h BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY - £ i . 44167 - * . *' * i '._ --. _ _, oe STATE Oit O •. F ' .Y' (DRID�' •G.J 4am Ate' •c 24 CAGE GALVANIZED STEEL STORY PANEL. I L E C O I«c. PROTECTION PRODUCTS, LAC. �. 1r a r Nr AAYSM ow9a n -r ONO•A• P. t333314 O••r,AI'I,. r>MnOM IMiC: 2 INSTALLATION. S,F �O ....."" t/NW����- --IM, !r H6r-7e+8. TIED¢ tr64Nlu-afn NK H5r IIIIIIM YMiEI A iL11I Y., Fl ItW BQi 1 R N INSTALLATION DETAILS FOR REGULAR PANEL C1� INTO WOOD '/ �,._ ATE LEG 11 `--ZLTER 4'Y8' (MAR.) EXISTING WGO -- • BEAM REWIRED. , ��� I � / . :I . I ADEQUACY OF EXISINQ WOW - BEAM TO BE CERTIFIED !H._.�(...__E / it ,. REGISTERED ENGINEER OR / 0 ' ARCHREOT PRIOR TO SHUTTER ; "� INSTAL1.tTION. /• W000 ANCHORS ALTERNATE WOW ANCHORS 1I - t .a ..-- �• ..- (SEE SCHEDULE ON (SEE SCHEDULE ON 1/ri,• HD IYeHRA NfAp - A I �M' MM4Q .- YxIW a �. - rEO--EO- - � /I SHEET 11) SHEET I F) - -` I• ]s. Ms W/ rur } �i ', , A 1) ^. 1/2' - • tt 1%J' O.G. * 12 'I 1 -� 1/4 MUW HEAD Rom_-. , I _._.__ 3 i/2' .. 1 T - - - - -T REQUIRED - 8 • • %4'�TOL A ' W000 ANCHORS HEDULE ON /WTI ' (SEEF 1 I /15 / ��I MM. 1 E'' I y�7�) O • -.jS GLASS.(SET I I 1 SCHEDULE I 1/+'A-toil• LLJJ 1�� I 1 ON SHEET 3) I 1 _ r eDLX3 • , E MIN. SEPARATION TO CLASS I 'l' I. _- -.. t I - - All AND. r' (SEE SC EDULE ON SHEET 3) ,/.1r-aonaon• - MA%. - .._ CUM - i I AT SaR q PANEL LENGTH 1 I TORN pEr 7-E) 'E• LANK. E- -,y t- I - TOR L (SEE SCHEDIAE .-._. _.__ _ N I �.-. __..-.. ON SHEET 3) LBOR, O- r-s') l (SEE SCHEDULE EXLSTI 1 __a___- _ oN SUET 3) Qwss I L(�j[VN'( ,1�. _.- --- -:--_ I i ' -a//, 1 e=�===_ - - - T..-.-�; _ - - i 1 I I 1 I aM Gam, C� �-+ I i LJ AX.. 1 4_ I --{7 •y MAX. 1 1 ,' v t 1- ..-- I - EO -, II I/Z- NO FINISHT_ I -_ I11PF-to.1' i T - ALL.ON40 1I,EO - J EC I r e e 1p' oc. -.-.-.- _ .__ N _ . - _ _ -_ Z-XB• WOOD YX4' WOOD PlA1�F . -- _ - --- CK REOUt�D REOlD11E0 -MOOD ANGERS WOOD A1CFIOp5 > -.___ (SEE SCHEDULE ON 'i' $MEET t1-- -_- 3%+_ - - SHIFEY 11) _ ` ----2' Mi... --..- ' CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 4W SP 3/e-1• NNNn1 SAYE 3/0-1• 3L .' �}CEN `� NOTE FOAL COMBINATION OF SECTIONS: NQIES: ? NO. 4416I ': i. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. _'*; FLORIDA BUlLD(NG CODE Non h YIIoG HUrM'TeaM . TOP A4 BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (PP.e.f) AND PANEL LENGTHS = yt Ia,rm n,EnD. SIC 24 CAGE GALVANIZED STEEL STONG PANEL rP' COMBINED IN ANY WAY TO SUR ANY AS PER SCHEDULES ON SHEET 3 %' �'• •STATE DF LT up N Ir :'NC f G INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOAD ': .E•' ( 4c+,}`--c�_.A n TI E� --' I� I«C. �!EC� , �'• MEMBERS TO OD SOUTHERN PARE 2, W/ SPECIFIC 9,IM DENSITY OF 0.55 OR EQUAL + 'YI�Zs-t AROF m to r f�Ma' R ei aA, •, ,w s ARAM rARa w o'"E ti I' M ,too --NNW . - I LR J --I- ndG (n4)M-761L FM[ (U4}p-nr1 20-175 r"•"- DaRAD r Orr r Air P.[. SM/WWNM/M2 EA-WOIt19 Pa YKiFR A T43W Jr., PL swr 7 O N -A N N = � _ (O 0 0 � U = L N 0- 0 L- .0) ca 0 -a 4- a- C 0 -0 0 0 -0 'L '�^^ -0 C � Q - � O 0 VV LL 0 .0 /♦•E•y� 2 /� /' F- / -0 -_ vJ Q Q Z Z W J N l� CV (., - - 0,•+V "%i , '� 0 -. C3 Q- X LD M "p�•• r _ Q L- . m � 3 . C � _ ' L ✓) ,U) � Q a: (. ' t.. ) a 5 -, N\ c W L) J ;/ - L2 4) -t F - 7 `' - J _] .i J ` > I L w i/� L Ca U L L 2 LLI Q Z Z Q J d SHEET NO. SH 1.3 1 1141 III ! -.II END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES& VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL(i) SYSTEMS 1 1 O Q OR aWow".1 w r.* WOOD FANNIE eo1LT-ie LOAN. ALM --14 14 DO Y 1Ax•/ ANILE WITH, ,/4.0 , 1 3/4• '- TAIIALLDr - PDUIRm aGNCKTE. __, �. �1�E7� , .'• . , 3 4• TAPCC eLocK OA Y.4' WOOD FRNIE 1 1 ANCHOR 0 1: o.�. 2 1/2' ' KdXwm i L __ fl OR® Y.N WOOD FMYE YI » it/.• "p I _i CR ANA(L`,• i 'ANC OR ..} 1 y 1 • 0i j "Co. ' 4 13' D.C. 1 2• a 2• , O55' m TEIaMTE LEG 1.OQaT10N VARIg "O f Y MI l cLE i AW. ANtt[ OR �. Y2e. �,( ••-�----- 1 090' 3106-NISI SNFET PORED CONCRETE, CONCRETE I 1_ (fR.tlt 1ETK AIW. bdf PLATE �.- BLOCK O 2•,4' MOOD HAKE Y X 4' X -I •. _' /r 3•os-Ht4 oI / 1 - 2L'af,.2• O 2- - SM-T6 ALLOY - t i/4s COW. ALUM. ANGLE 1b,. NG.. GAP 1/4• P BOLL 4' . 4• ..o7Y '3,a5-H AStY aC- 14 O1 BMS-n ALLOY W/,MC MUTT Cam. Run. NgtE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1f4'.1- SCALE i/a'.1' SCALE t/4'.,' SCALE 1/4•.1• i SOLO-9Er OR CAUK-A a Fa PANCMDE 1 pNTB�D 1-- - - - oO ? T'9LDLP - _TO► TTOR DART 'TFJ� O AND .••.' 1 FA NIE YN00 ,AIDES OPDAD 3CEDUE pl 61rFL15 9. ©•O� ( nn IAAP PEEL - BLOCS VARIES O ® TwAy6 REWOIm A6 MPIIC/AE I f0! it r �W � 2•14• ,FOOD FLAK S NAXa•E 4 � ) OPENING WIDTH CONCRETE R OD F- llE OP 2 4' WOOD FRAME '© OR (3 Iwo rV1T MACES PNMLIII TO s Me. I WAU (NEVER CUT END PAIL) X . B.D. DISTANCE -� - - - - 1-- _� ---- —r:; M1, -J NNNHAI CASE G (PLAN) d' CEP A. Tl4/T SCALE 1/4-.1• r a4i m +R • r ac a �9 . VAUD FOR DIRECT MOUNTINSTALLATION ONLY e \\DENS yT F .,. '•f. CERTIFIED PANEL INSTALLATION AT WALLS Wf _ N0. 44167 E SURFACE LEVEL VARNt CONS NITRO 3/4 FLORIDA BUILDING CODE Non Wgh Vittocify Nu one Zone) CASE E (PLAN) CASE F PLAN) :�e •� «� F[P21 DACE GALVANIZED STEEL STORM PANEL •.1' '. SCALE 1/4•-1• SCALE 1/4�F. OR 10. �"� -� O7m�'02D I INe. AL PROTECT" PRODUCTS, U.C. MT. IIHI SAGO ew. 61 WTIEEf ! �I.d'E�l �'i ra R v r r.rr 4MrOR MA"'Iir WNW. ti Fv ( 20-175 .,.•.. , N>•) r±N-1a�, cmm-MRRD Ten NG OrNK-T6H0. rAX: 19R4)teP-BFB7 DAYAPD Nr P.E. 9F4,/'WW1Y[/MTE OMOO9Wt,e nl On-4,11 ANLTEII A IL/1 M.. PL e1Qi R a 1A (VALID ONLY FOR PANEL 1OINSTALLAITIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 dt 7) MAX. ALSO. DESIGN PRESSURE RATING (P.P.r.) MUMM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS e k 7 APPUGABLE 70 A ANY OF /NAIL MAX*" PANEL LENGTH 1. (n.) TAPCON LAD SCREW PANELMATE FEMAE ID PANELMATE PLUS 'WOOD OLSNNG 13• 13' 13' 13" Ir W (TOP) 13, Ir 13' it 13' 1W (BOTTOM) 6 1/2' 6 1/2' 6 1/2- 6 1/27 6 1/2• (10P) - - 6 t/a' 12 1/2• 6 1/4' (am..) 5--0' 6' e• e• 8' - (TOP) LEs 9' a• B. 6• - 39 (IOTOM) - ,3• IY 13• 13• 13, (TOP) +'• -45 L� 13 tr 13• 13• 13" W (BOTTON) 'Y Ir Ir 13' 6 1/2• W (TOP) ,r Ir 13, iY 6• ,W (DDTIO) 6 1/2' 6 1/2' 6 1/2' 5 1/2• 6 1/2• (HOP) _ - 6 1/4- 12 1/2- 6 1/4• (BITo > 4 ,/Y 4• 6 1/2• 5 1/2' - (TOP) j4•-4- 4 1/2• ♦ 1/2' 7 7• - 31V (BDTTOR) t0 IJZ' 9 7/Y 12' 12' 4' W (TIP) 13• 13' 13• it 6 t/Y {W (BOTrON) •SEE TABLE ji FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER " IS USED. CORRESPONDING ONLY TO ALTERNATE 2Wl ON SHEET 8 MAX, A.S.O. DESIGN PRESSURE RATING (p31f.) I/AtOWM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7 APPLrt'ABIE ro • ArlY THEM MAXMUM LENGTH I. (nJ TAPCON LAG SCREW PANELMATE FEMALE ID PANQWTE PLUS WOOD BLlSH9NRi WOOD tY IY 13" 13' 13• 1W (LOP) ,r Ir tr Ir r IW (6DTrOM) 6 1/2" 6 1/2, 6 1/2• 6 1/2' 6 1/2' 2W (TOP) Y 7 1/2•4t/2,- a' - (Top) L� 7 1/2• e• r - 3W (BWION)13" U' ,r 13' (EDP)+45. -45 -7513" 13' 1Y tr 13• 4w (BDTMMTO Ir 13' 13• 10, He ) Ir 13' 6I/4• IW (9DTTOM) 6 1/2• 5 i/2• 6 1/2' 6 1/2' (TOP) - - 6 1/4' 12 Ilr 6 1/4• 211 (GOTTA)TO 4 1/Y S• 7 1/i' 7 1/2• - crop) 7• S• 5• 5 1/Y - 30 (eorraM) 13" 1Y U• U' 51/2' AIR 0" 13' 13• it Ir IQ' 4W (BOTOM) • SEE TABLE jt FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER 0 IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 JULLA1 A A.S.D. DESIGN LOAD MA>aRJli PANEL LENGTH 40 PSF OR LESS 61-8- > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE AMALE ID OR PANEL MATE PLUS ANCHORS k W/ Q9S+WTM,2 1/2' O.C. INSTALLATION DETAILS•: INTO POURED ONCRETE UFE SAFETY:M it OR CONCRETE BLOCK STRUCTURES 1 � IaYN DTP 7�I I l Mm. I PANEL LENGTH EIEVATON t yn I ON SHEET 12) SEPARAt1O4- 1 TO GLASS 1 i EOSRMC POURED Los COCRETE OR CONCRETE eLocR REOWrED. 1/46 pANELANTE P} $ AINO70R O 12 1/Z' O.C. SEE $H EM 15 A 14 FOO ACH M TYPE At 9GACAD FOR PSOLLATKM KM WODO FUME MEDICO HPMI{M ANCHOR SPAC,NM AND MNWM EDGE DISTANCE ARE IO"TED ON TN6 SCHEDULE. FOR E.D. UM TWA ROTATED ON SCH WLU A DUCE ANCHOR S0.YJD 10 WLIMLYWO SPACM(: SOWN aN somu of THE FOLLOWM FACIM FOR TIE OPEA.TCN TO K POSSOLE. REDUCED SPYCMG CWt4M USN6 FACTOR SMALL "Or K LOS THAN MIWAM SPACED OCICATD FOR EACH ANCHOR TYPE ON TAS SCHEDULE. '/4•• '/4y AIIOEA ABC »rca MPYM AKr06 IFWM Pal 3 3 •NNrMRNrr GN,sIN 6N3 3 3 3 3 1/2 eN,AtN4 W al.r 9rW OJ ARISE Q mmu lm now _ :1/2• An _ y AAo +m 3, ED- CONCRETE BLOCK REGRADED. 1/4.0 PANELMATE ANCHOR (BEYOND) WALL MOUNTINGS SCALE 3/111 __ I -SI eOLO r,Q� N u { l MAX 6' PAHM LENGTH (SEE ELEVATION ON SHEET 12) 6' MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAX A.S.D. DESIGN PRESSURE PATNG (pl.f.) WOWM ANCHM SPACND FOR MIN E.O. PER SCHEDULE sam ;S-11 HN70Ml1M LENGTH (K) LIAR AS.D. DESIGN PWF�URE (D.•.r.) ISAIOMM ANCHORS SPACING FOR IAI ED. PER SCHEDUOE BELOW APPLICABLE 70 SEC, Ly OF THEN LENGTH (K) TAP/bN SOLID -SET FEMALE O PUS 2AMAC-IMA1N WJ(-W TA'CONN BOND -BEE FE ALE D PLUSZAIaC-NNUNCAI(-NPANEL mm m w wroroRATING w w 10 to To + 45 OR LESS 13' ,3• u• ,r 13' ,r 13" lr ,r • 3 ,r ,r (TOP 5,-5• OR LESS . -45 +65, -65 • 13,Y , Ir Ir Ir 1r 3 r Ir r / ) W-r OR LESS i3• 7r 13• tP IY Ir /r 13• IS- Ir13- ,r 1 (BOTTOM) ,r 13• ,7• ,r 1r Is, 1Y 13' ,Y Ir 13' ,t 1/2 , (BOTTOM) 1Y 13' 13' 13' 13• Ir 13• T]• it IIr13' 13' 2 (70Ij ,Y 13' Ir 13' 1r ,3• tY 13' ,Y IY Ir 11 11 1 2 (TOP) ,3• t3' /S" ,]' lr 13, 13' lr 13' Ir it /r 2 (BOrrOM) 13' 13• 13' 1Y t3' tY U' 13• 13• U' 13• tt 1/1 2 (BOTTOM) 13• Ir+r 13, Ir tr 13• 13, 13' 13' ,Y it J (HOP) 13' ,]' ,3• 13' 1]• t3• 13' U' ti' il" IJ• tl t/1 3 (TOP) - - 12 , 12 1/2 a Ile Ile 12 1/2 12 1/2 - - 6 1/4• 9 1/4• 3 (BDrMU) - - 12 ,/2'12 1/T 6 1/4' 6 1/{' 2 1/2.12 I/2 - - a 1/4' 6 1/4• J (BOTTOM) r e' B• 8• a• a' e• Y 8• Y a• 7 1/2. 4 (TOP) a' 5 1/2-1 a• I A• 6• 15 1/7-1 8• 7 1/2- a• a' a' S' A LOP) 6' 8• - 6' - a' - W - 6' (BOTTOM) e' - a' _ 4 (BOTTOM) 13' 1S• _-_ 1T 13• ,3 Ir Ir I 1r Ir tr U• _- 13 S (TOP) ,3• 13, 13' Ir Ir it 13• 13' 1r t.Y IT t1 1/2 S (TOP) -- 13' -- 1J' 13' 13• 13' Ir tr TY IS- IY IJ• S (BOTTOM) 13' 13' IJ' 73' ,S' 13' lY 1J' +3• 1J• 13' 11 1 2 / 6 (BOITON) t3• 13 t]' t_3' 13• ,3' tr 13' IS• iJ' 13' t3' 6 (TOP) IS' 17' ,r 7r 13' 13' fY I3' 1r 7J' 13' 11 1/2 6 (TOP) _ _ 6 Ile 6 1/Ii 6 ,/4' 9 IJs• - - - - 6 Ile 6 1/4• 6 (BOTr.") - - 5 Ile 6 Ile a Ile 6 1/4• - �_ - - - 6 Ile 6 1/4' 5 (BOLT.••) Ir S' 13' 10 1/2 13• Y f3' Y 7 1/2 5 1/2 IV 4 1/2' 1 (TO►) >5,.4• 70 14 -4' 13' 6• 13' iJ' 73• 8 t/2' 13' 8 ,/Y 9 1/2' 6 I/2' 13' S I/2' 1 (TOP) TO •-•' /r Y 13- 13' ,r 9 ,/2 13- 9 1/2 10 1/2 7 1/2 13• a' 1 (BOTTOM) IY 7 1/2' 1r Ir Ir 10• it 10' 111 r IY 6 1/2' 1 (BOTTOM) il• 1 r +r 110 1/2 Ir 7• 13• 7• 7 1/2 5 1/2 7r 4 1/2. 2 (TOP) 13, 6' Ir Ir IY 8 1/2• Ir 6 ,/Y 9 1/2' 6 1/2' 13• 5 1/2. 2 CROP) ,Y 1 7' it 13' ,r 9 I/2 ,r 9 1/2 10 1/2 7 1/2 ,Y 16 1/2' 12 (BOrMM) 13' 7 1/2' 13' 13' +Y to, ,r to' 11' e• +r 5 1/Y 2 (B01T0M) 13• 7• 13• 13• 'r 9 1/2 13' 9 1/2 10 1/2 7 112 1Y 6 7/2' J (TOP) 13' 7 1/Y 13' 13' tr 1w it to" it" a' 13• 6 1/2" 3 (TOP) 12 1/2.12 1/2 6 1/4• 6 //4' 12 1/2' 6 Ile6 Ile 6 1/4• 3 (90rrom) 12 1/2- 12 1/I 6 IJ4' 6 t/4' 12 1/2'12 1/1 - - 6 Ile 6 IJ4" 3 (BOTTOM) 7• 3' a• 5 1/2' 7- J 1/2' e• 1• 4 ,/2' Y 6 1/2' Y 4 (TOP) 7 1/2- Y r 6• r i• a' 4' 4 1/2• 3 1/2' 6 1/2• r 4 CTOP) 8' e' a' a' 5 1/2• - 7 1/2• 4 (BORON) e' e' a• 8' - 5 1/2' 7 1/2• 4 (eoflaM) 13' T 13• 13' IY 9 1/2' 13' 9 1/2' 0 1/2 7 1/2' 13' 6' (TOP) Ir 8 1/2' 13' Ir 13, 1w 1]' 10' 11 6' 1S' 6 t/2• a (TOP) 1J' 7• it 13' 13' 9 1/2' 1]' 9 1/2' 0 1/Y 7 1/Y 13' 6 1/2• (DITTO/) i 13' 8 11r Ir Ir 13• 14 Ir I, 1i' a' IJ• 6 1/2• S (BOTTOM) Ir 51 tr 10 I/2 ,r 7' 13' Y 7 1/2• 5 1/2• 13• 4 112. (TOP) 13' 6' IJ' i3" 73 a 1/2' ,3' 8 ,/Y 9 1/2' 6 1/2' 13' 5 1/2. 6 CHOP) 6 1/4' 6 f/4' 6 1/a' 6 1/1' 6 1/4' 6 1/4' (BOLT.••) 6 1/4' 6 1/4' 6 Ile 6 1/4' - 6 (BOIL.'•) BEE OW I FOR AMMU TYPE A SPACING FOR INSTALLATIONS WM WOOD MVAC BUADPM • 4ANNLM ANCHOR SPAGIDS AND MPOAA EDGE O6TANOE ARE MONDATD ON T1AI SC MAE FOR E.D. LESS THAN Nomom ON SCNm u REDUCE ARMOR SPAOr. 9Y Mtknim. K 9PACM BNOWN ON SCHEDULE Br THE FOLLOWM FACIOIK. FOR TAS OPERATION To K POSO L MCMU SPACING O9DHIED USA* FACTOR SHALL NOT K LESS THAN WORM SPACNO N MUM FOR EACH ANCHOR TYPE ON its SCHEDULE AANHOlt TTPE 1/0'- IAPTXA - '(4.0 fOD-Kr I/s•• I/r• tp•. w ! -,/4•• DMA C ItAM _ GAX-W HOWA M ANCHOR SPACDC CAL) 3 3 3 3 2 ,/r 2 1/2 ®Q a.J 3 3 1/Y r ] 3 Vr 3 ORANO ROU RGa1 3 3 t? a 1/S' 3 ,R 3 1/r AOr w m OWN" rACTM r •• SPACINGS OLY VAUD WHEN SPACER(I)IS USED. SEE /1 FOR WAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER IS USED. J• ,wR. OarO 7dBLAjt 4 A.S.D. DEBION LEND MUIBMIII PMi1 LEMOIN 40 PSF OR LESS 6'-6" > 40 PSF TO 50 PSF C-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS @ W/ SPACER AT 12 1/2• D.C. ---_ - __ _.-.AWNOR3 (SEE SECTIONS At ALTOBNTNFS ON SHMM 13, 14, 15 klaj---------------------"' rpA,R-tA/13. R1 R-30 14. r*R-19/13. R-20/13, R-311/14, r MAX R-LAW/15. R-2AW/15. R-SAW/16. R-tBW/15. R-26W/15. R-311111I '• LED. O O O O O O 0 f 4Y-20A1' S.S. BOLTS IN - T O (USE FOR i MAX ' 1 - OVER T-67 PANEL LENGTH 'REGULAR STORM PANEL REGNSTORM PANEL - 8•-e' O+40.0. -{OA J. ----.------ 1 --- •- -- -----._------.-_--•---------------- M/olETw,P MD PANEL LENGTHBOLT) - -{ LIFE $AFLT10ORM PANEL 7-6' • +50.0. -54.0 PA,,i. (W/O OVERLAP MD PANEL. LENGTH BOLT) A A LSE 2'-e• MIL PANEL LENGTH 1/410-20PI• a -. ,,,�- _ _ _. _ _ _�7 _ AT ALL YOUNT9405 S.S.A 1 ^___ __ _. ._ _ _ _ _. .. _ I - 4 $.. Ii0175 1 ..r ,_ _._ _-,__ .. ._._____._ r _____ _____,___ __ __�_. - _ 2) NOTCHES AT_S,� ._.� __�_: __ B• /�/( ` I L TION O LRE SAI D.M., 3 : `_ ; PANEL BOTTOM CORNERS O O, i i 1 __ `-OVERLAP- '_Oy(A(Ap-. OrO WING NUi Al __ �KCOIAD WINO HUT AT Y MAX. LEFT PANEL L�L�LV� R[pM PANEL J• WiL T INSTALLATIONS ONLY VALID FOR WIND t' LOT. R-tA/13, R-2A/13, R-SA/14, R-19/13. R-26/13. R-30/14. I. NM.- SPEED LAP TO 170 m.p.h. R-LAW/7S, R-2AW/15, R-SAW/16. LOA, R-16W/15, R-26W/1S, R-39W/16. -ANCHOR$ (SEE SECTIONS A ALTERNATIVES ON SHEETS 13. 14. 15 &IS)_. -- -.-- IJ4' MAX. GAP LIFE SAFETY STORM PANEL In ELEVATION (t) , OREGULAR 2.687' SCALE 1/4--1- REGULAR STORM PANEL (MN �6ICI -1 WIOIE VAI STORM ORRK -_ -, STPANEL aA OVERIA 1N1X. GAP vc _LIFE SAI PANEL EMERIOR SECTION A -A SCAT 1/4'-1' PL 9rA./wam.W/wn °�01L1RO' ME' 24 CAGE GALVANIZED STEEL STORM PANEL mrir'sr: L E� C EN6.GLOBAL PROTECTION PRODUCTS. U.C. 0/27/mm WLA� REM LeRS,WE SnT NMM vrRw o3s rA"rir = p1-.u, N D> O L NON: (04)1N-754a 1 (K4)sP-Of7 20-175 U-oowl# - ~ ORAMD N.: I- IN u-\n.E - few 12 or IP INSTALLATION DETAILS FOR LIFE SAFETY PANEL d) INTO WOOD STRUCTURES ^ T - - —- II 11 WOOD HEADER \� 1.1�1 WpO1Dl I"m J\ INODID REQUIR EAGER /. \� I'� w000 NFADEFt x - �FEouIEO -ED \ 1/4'N TAPCON '1 1 4'P TAPCOH 1 4•e TIPCOI 1 4'P TAPCON \ 1 II ANCHOR • 9. O.C. y INOR O 9" D.C. O.C. I -4) } IJY ll / i1 /2' '/4• '/e• 1/4•If MAX \'I MAIL / •- ..----- j IPA 2. `. YIYL I 1 j I Mln. pj ,/M1�-/ia,' Q -_-:.1/U- :/.i 1 _ N � n r . N I ,//a•r-Nan' a '� r.'• t - _ Sf.� R r . -. N / 1B,A5$ a RE N D O✓36161C. i DOSS Y_ �. f { N D QSR,► ;.; FY6f[MG 0 -_. - _. - — i• 1 (Ut Hat 11Ye1 .�.9 I p { 9 ' 1 f i• MAX. I I 1WMx ron -r) GLASS U . , t / �• MAN. p 1 Y__ __.. __ _�_- PANEL IFMCTH !I _ _. - _ __�__ 8• ,L, r /r 5• G 1' Ym. P PART U71C,H1 ® (SEE ELEVATION If 6 1 : PANEL LENGTH t T -- - _-_-- (SEEELEVATION 1 T - - LENGTH ON SHEET 12) . , (CAN SHEETE,2a - _._ - ---._..I A. _ -_. _ -.' ::l Sr - 12)At 1'ON 33EET 12) A I ON 51ffEi J`9 /\ IDOj•.-SE'MMTION 1 A I. MI - STEOP CLAM_ �_ 6 � i (�0 TO CAA$$. 1 L/2 j-�iE� -- I O I--SEPAIUT OM y2 m ; cLAss. - O 6• It 12 Ilr 'Ir Ef y I Li �1y///DC YI Et- \- 41, 12 A0.fe rg6Q; tn' 1 L. 4 -_ 2•Ar PLATE ///Ktttrr''' EO - 73.E ypO A, r '., /'_i. • ,2 1?ABa.t AEOUIRED ''. I � . 1/4.6 TNICON _ ... � Yes TAPCON ., h_ � l - _y4•N TAPCON 2'Y4' ANCHOR • 9 O.C. ANCHOR • 9 O.C. ANCHOR O 9• D.C. PUTS! �. - j 1/4'6 TAPHXM • - STAGGERED w/ SND STAGGERED W/ SWUD RED � I ANCHHOR O 9' O.C. P LATE -3-.4-WOOD REaumm _`- ,,`-_ RECURRED - ALTERNATIVE R-iBW O LIFE SAFETY PANEL is O�WANL WALL MOUNTINGS WALL WOUNTINIM SCALE 3/e,0• TsrxE 3/8.,. •• •'• ` GEN FLORIDA BUILDING CODE Non High VAilacHty ONFAcane Zone tlQffS �' 44167 '• i "SRN 71'60' "` 24 GAGE GALVANIZED STEEL STORM PANEL . ARdwn'9r: 1. INSTALLATION E ONLY VAUD FOR A.S.O. DESIGN • ,k = _ PRESSURE RATINGS (P.II AND PANEL LENGTHS AS *' * _ ('2(•QBAL PROTECTION LLC. Am/2m PER ELEVATION ON GHEE( 12 S.q STATED IL EGGING. PRODUCTS. M+L -� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD } y••.- a aa. 49m aw. 61 50HT0 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC,FlC SAME 9ti ="t 5A7OC(16NK-76FALM 20-175 DENSITY OF 0.55 OR EQUAL S HI'--+Y,+...G-• ,r. �r 4.l OWMA N¢ G-fI00A19 W,LiTIR A 1R3JT UT.. PL 4N Nt] wRl ,{ O 19 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL INSTALLATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS / THRU 6, ON SHEETS 4 do 5) MAX AS-D. DESIGN PRESSURE (P...r.) MAOWM ANOORS SPACING FOR HMI E.D. PER SOFDIAF eEIDW APSO To A IIfiLBlt W MADIAM PANEL LENGTH (n.) MAX. A.S.D. DESON PRESSURE (`0•r.) MOAN ANC ORS SPAT FOR MN E.D. PEA SC EDULE BELOW APAucm%E iO I1MXfWnR1 PANEL LENGTH (n.) TAPCON SOUR -SET p O �� ZROAK-NALN CALK TAPCOI SOLD -SET FEMALE O PLUS ZAMC-MALIN OXX-M • I CaLaIB9M7+ON THEM m om OMC13• m W ro w m w w m ro m w >.w -W ro r75. _7S if, Ir it Ir Ir i]• Ir OB LEEK -m -75 TD +119.-liar J13• 1Y 6• Ir 10 I/ 13' 6 I/Y +r 6 1/2' 7 11r 5 1/2• Ir 4 1/2' 1 (W) 0Re' LESS 11' 1J' 13 fY U 1] 13 12' Ir 1w I OWTOM) 13- 6 1/2'r1r Ir Ir 9•Ir 9' la• 7 Ufa• it Y I (BOTTOM) 11• it 13' it 13" Ir 13• 12• 13'to" 2 (TOP) 13• r10 1/2 13' ! 1/2' 13• 6 1/2' 7 1/2' b 1/2' Ir 4 1/2. 2 (TOP) Ir it- tY tr 1r 13• Ir Ir I11•,r"II(TOP 12' 13, to, 2 (BOTTOM) it Y tr lr 9 1/2- 13- 9 I/2' 0 1/2" 7 1/2• IY 6 1/2• 2 (BOTTOM)it it" Ir ID• Ir Ir 13" tr 12- Ir to' 3 (TOP) Ir YIr 13' 9 1/Y fY 9 1/2. 10 1/] 7 1/Y 1r 0' 3 (TOP) IT 1/2'12 1/2 6 1/C 8 1/4• +a 1/2'12 1/2 - e t/4' 6 1/4' 3 (BOTTOM) - - t2 1/2 B 1/s' 6 1/a• 2 t/T• 6 i/4' - - 6 ifC 6 1/4. 3 (eaTTaN) S Nr 6 9' 6 e 6 i/2 S' a' a 1/2' t (10P) Y Y5 1/2` 7' 7 f/2' W 4• 4 1/2• Y 6 1/2 2 1/2' 4 (TOP) 4 (BOTTOM) 6" - - 6' -_ 6 - 5 1/2 - J - (BOTTOM) -- 1 ' ] 1 1' /3• 73• 1 ' J 1 J 1 ' J , ' 3 t]' 1 ' a 1 J 18• 5 (TOP) t• 3 6 i 2' // i' J 1r 9 1]' 9' 10' 7+ Y 13' 6' S(TGP ) 1J' 11' ,3' 13' 13' D' 1J• 1J• 73' R' 13• 10 S (BOTTOM) 13• T IS• ,T ,3' 9 1/2• 13' 9 I/Y 0 1/2. 7 1/2' Ir 6' 5 (BOTIDN) tr it, 13, 13' Ir Ir IY tr 13" 12• +Y to' 6 (TOP) it S' it 70 Ilr Ir 6 1/2' it 6 1/2' 7 1/2' 5 1/2• Ir a 1/2' 6 (TOP) _ _ 6 1/4' 6 1/4' 6 1/i• 6 1/{' - - - 6 Ile 6 t/4. $ COM.••) _ _ 6 I/4' 6 1/4• 6 1/4' 6 1/4' 6 1JP 6 1/4' - - 6 1/4" 6 1/{- 6 (BOLT.») 13• 7 / 2' Ir U• 13• 10' Ir to' it• a• 1]' 6 1/2• , OOP) >5,-�• TO •-0' 1r S' ,Y 10 1/2 1r 6 1/2' 13• 6 ,/Y 7 1/2• S 1/2' q• 4 1/2' 1 >S'-6' TO Y-b' 13' 7 1/2• 13' it 13' 10 1/2 13" 10 1/2 11 1/2' a• U• T I (BoTTOw) Ir 6 I/Y it 13' 13" 9• 13' 9• to' 7 1/I• tr 6• , (BOTTOM) 1r 7 112• ,r 13• Ir tW Ir IV It, a• Ir 6 1/2- 2 (TOP) Ir 5' 1r 10 1/2 Ir 6 1/2' Ir 9 I/Y 7 1/2• S f/2• tr 4 1/2' 2 CTOP) lr 7 1/2' 1r it IS- 10 t/2 1Y 10 I/V 11 1/2' 8' 13• Y 2 (BOTMU) 13, 7• 13• 1 13' 13' 19 1/2'1 Ir 9 1/2' 10 1/2. 7 1/2' Ir 6 1f2' 2 (BOTTOM) 13" 7 1/2' it 13' Ir 10 1/2 Ir 10 1/2 11 1/2 6' Ir T 3 (TOP) IY 7• 13' 13" 1r 9 1/2• 13' 0 1/2• 0 1/2 7 1/2' 13• r 3 (TOP) - - 12 1/2 12 tJ 6 1/4' 8 1/4' 2 1/Y 6 Ile - - 6 1/4' 6 1/a• J (BOTTOM) - - 2 1/2• 2 1/2 6 1/1• 6 t/1' 2 1/2' 6 1/4' - - 6 t/4' 6 t/4. 3 (90110M) 7 1/2' 3 1/2' a• 6' 7 1/2' 4' e' 4 1/2• 5- 3 1/2• T Y 4 (TOP) 7• r r 5 1/2' 7• J 1/2• r 4' 4 1/2• 3' 6 1/2' 2 1/2' 4 (TOP) e - a' (BOT7(M) a" 6 1/2• - 6• 5 1/2• - Y - ♦ (BOTTOM) 13' 7 1/2' 13" it 13• 10 1/2 U• 10 I/2 1 ,/2- 6' i]' Y S (TOP) 6 1/2• 13• 1r Ir 9- 13• 9' to' 7 1/2- IY 6" CMP) Ir 7 1/2' Ir Ir i3' 10 it/2 tr 10 1/2 11 ,/2 e- IJ" 7• 5 (eanum) 13, Y Ir 1r ,r 9 1/2' 'r S t/2. 10 I/2' 7 1/2' 13' 6- 5 (BOTMU) 73' 7 1/2' 13• U• Ir 10 1/2 Ir 10 I/2 11 1/ a• iJ' T 6 (TOP) tr 5• Ir Ir a 1/2• Ir a 1/2' 7 1/2' 5 1/2' ,r 4 1/Y 6 (TOP) 6 1/{' 6 ,/4• 8 1/4' 6 t/t" 6 1/4' 6 1/4' 6 (80R.") 6 1/4" 5 1/4' 6 1/4' 6 1/4' 6 i/4- 6 1/{' 6 (BOLT.•+) KE ,MEET 11 me ANCHORS TYPE A SPKM/ FOR WTAUATOW WO wow FMAE IULON 9. • MINIMUM NACOR InAOOS AND MMAAM MM DOUNM ARE I DCUED ON T16 SOmdL MR ED. LESS TIVN MCAtm ON mewu "= ANCHOR whom Wr ANLTPLYK MMCK EHdM ON 2C CDO2 BY THE FOLLOMD MCIM FOR INS OPERATION TO K P0SML REDUCED 9•9ID ORTM M 1A3NNG FACTO! SHALL NOT K LESS THAN IONAA SPACING M== FOR EACH ANCHOR TYPE D1 THIS godDML A CNI)R TOPE - '/4-' IH•Y Ip1 flee 1/4.UPON .-,/4•. SOD -AT PLW _ aLHta41wM _ oAR-M MMPAM ANCHOR SP/CPR' 0,.) 3 3 3 3 2 yr a In MIMIwIU WK OJ 3 1'Ir r 3 31/r 3 DOAVUVAJ WG,r 3 a ,/r l ,p' 3 1n 7 17 ACRWL ISM DOMM FACTOR 'Ir cis 1_-r I r 6M _ _.. 31 _.. - SPACINGS ONLY VALID WHENPACER SIS USED. SEE Tf�BIE 11 FOR MAX. AS.D. DESIGN LOADS k MAX PANEL WHEN SPACER IS USED. 1/4"6 TAPCOII-_-- _ _ _Qf6191G POURED ANCHOR O 9. O.C. CONCRETE OR CONCRETE RLTBLOCK REOUCONCRETE i MULlL A AS.D• DE" LOAD MAXIMUM PANEL LDWH 40 PSf OR LESS 6'-a' > 40 PSF TO 50 PSF W-2" > 50 PSF TO 60 PSF 5'-10- A MAX. PANEL LENGTHS ARE OINIJY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W// " SPACER AT 12 1/2" O.C. INSTALLATION DETAILS INTO POURED CONCRETE 1/4.0 TAPCON_ EXITING POURED ANCHOR O 11 .-NICRETE OR FOR LIFE SAFETY PANEL C1� STRUCTURES 1/4.0 TAPCON POURED ANCHOR O 9 OC 'ORREWIRED. OR CONCRETE BLOCK 1/4Y TAPCON_- __ _ ANCHOR O 9' 0 c i5�91G POURED OR CONCRETE BLOCK CONCRETE BLDCW REOl11NED. BLOCO ,-� A r-O / -O !% a wt U,•AL 0 IMHI CDR r�•X n A v YEA. PANEL LENGTH n p._ - '(SEE ELEVATION 0 ON SHEET 12) E n '/2 j - - l 9-SEPARATION- I lJ Int", D1A53. I ,Ja�2D.,�,I IJ•.-m,Ex15Ty(TO A1J... O---'_-'�V. 'T._ KLn w GLASS Y '-�.- --ES en At P I n 1 T II t' WX II ' i 'L' 1MX. R I I 'L' MAX 6' PANEL LENGTH N i PANEL LENGTH i 6' PANEL LENGTH 1 (SEE EILVAl10N - f_ (SEE EIEVATON tl I (SEE LELEVATION ENGTH I 1 oN SHEET 12 .-.� ON SHEET 12) n 1 ) 1H ,• MLA. 1 5 T I ON SHEET 12) it TO GLOSS. 1 I I j I -/ Q. E.O.• / I ED• �i fJ 0 Dow � I e0Vr at cc I- I 3/4- _--A 1 _ _ _....1 1/4.0 TAPOON 1/4.6 TAPCON - ANCHOR O 9' O.C. ANCHOR • 9. O.C. EXISTING POURED CONCRETE OR EXN$fMD POURED CONCRETE OR _-.ODNCRETE BLOCK REOIRItED, ETE BLOB( REOLR M. O LIANEL SEE WHEELS is A 16 FOR AIRH10R9 ACHO TYPE /�•� 1 - 99CON . TYPE A SPACM FOR 6$OLLAIXNS PAO MAYIM MANOR WwoHr 0.) 3 W1300 FWM OLADIDa MON"ANCHOR SPKMWS AND MM6 II - RAND OwGw. PId 3 EDGE DWAL•[ ARE OAWAYM ON iHW SCHEDULE FOR LD. LESS THAN eDRATO OW SCHEDULE REDUCE ANCHOR SPACING •erNaw HNYr•Y wr P,J a wr MtA.iPITING mACMc SHDMN oN SCHEDULE er THE FOLLOWING FACTORS. ADAIL 14 on= o• W ROTOR , ,/2' ax FOR THIS OPOLOM TO K POSSKL REDUCED SPACING OBTAINED ,GPO FACTOR SHMIL NO K LESS 7W W ---- 2 ,n, --.._ ___ _ _ _ ___-__-_- GAT__ _ - ANCHOR memmum SPACING ACING YPE ON RO IM FOR MOAr�K T - TARO I/t• E.D.• / I 1 j/ I I 1 ED• � I L E�- _. 1 -1 LEO ED -- ,.2Rj1[//OP INS ( ,QIp YS ML3 W.Q9 AA 12 , .0 _ -ANCHOR i/{Y TAPCON 1/4.0 TAPCON O 9. O.C. ANCHOR O 9. O.C- SLCTI '_ EXISTING POURED CONCRE71 ON Z.`OMCRETE &OCX REOIURM. R-2ASECTiON O EOSTHO PWIED CDICIHETE OR ...CONCRETE BLOCK REOUNR D. R-2B LIFE SAFETY PANEL un.gNANa, WALL MOUNTINGS SCALE 3/13 1• Hurricane INTO WOOD STRUCTURES T -` -, I MOOD HEMEA _ READER .I GILLED WIAi1FD 4011 i 1.6 TAPCON is 9' O.C. I, O 9' O.C. l II r II� O `I, 2 � - - � 2 7fI _ iAI I +O EXST(ffi�j I 1/4Y-rs,• �.: iF- /�..i vu�u1W I GRASS OA ,'; Om A N - 1 NAR i •L• MAX. 'L IIA71 PANEL LENGTH __ S• PANEL LENGTH Y ?- (SEE ELEVATION TION pN SHEETEE I2 A I ON SHEET 12) _ �. _ ) I T ----- N R 1 n I '�---SEPARATION I - _--- TO GLASS. 0 IRI----i NATION - - ��a� I Gam ((' I 6 1 L/a Rj` � I LJ ' F - - ED. '. _... 'I 1 • W tft Be EC ,\ i - I A, M ur o0 1 _ 1 _ I --_-_I_ __- _I ED. 2'X4• WOQQ . ` 2•X4• wow - PLATE i; _ PLATE REWARED 1/4.0 PAELAATE PUS REOUMM i.. 1/4.6 PAIELAATE PLUS ' ANCHOR O 12 1/2- O.C. ANCHOR O /2 1/2. O.C. O LISA�L >��1��cFiir'.4y SCALE 3/9-1- .V�TClNCI, 44167 FLORIDA BUILDING CODE Non High VW Wu cons Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. IS STATE OF c 4 24 GAGE GALVANIZED STEEL STORM PANEL DEATH sY DESIGN PRESSURE RATINGS Z� . �_ --�—_ (p.s.l) AND PANEL O'• FCOR � ',�, , °Fm/Mao LENGTHS AS PER ELEVATION ON SHEET 12 IL E C O INC GLOBAL PROTECTION PRODUCTSa LLC. DUE; 1' / 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S/GAOL F•� /74,-z" • eo1R•ANr 4m to. A, STIW G SRN R. r SIa 4wrM 4ARb•. A A,r CAW. R• �14 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC nNIIMRHLHMN 20-175 DENSITY OF 0.55 OR EOUAL. / ( 'M' : a1R,W1y-'eFa�-: PAR m-ml H,��u4)w-r6y. FAIL (9Mj�paIa7P7 � r fA-000P7fe REM PE. 861L/9WN411MFJdlE IW,ADI A 7WR Jr.. PL aW +r-w Owil is Ole ^W W cn Z7 N cu > O = U Q Q O O )_ .� U U) d% OL 0 c N C L cis O O C6 LL- O cu >- /n -0 W E L� a)O ��`E�0 CL cu •=_ c CLO C% c 400 ` ^') cl . cm C 3 U C EJ �1 JjA._ Q - 5 w Ll a r cn C/) cu O CL CIO O L_ V ■� '��/� VJ cu Lu = Q Z z Q I..L SHEET NO. SH 1.4. EZi/18, EZ I W/i 8 AENDI "•' "--.._-- �.- (SEE SECTION EZ1 a 4LTERNATAE EZtw ON SHEET ta)--- --' �1' Min. -r�(E ND,i: Y) "-aw, *L7' (SEE 2) i �6ti EErRRY1 16"1 ALUMINUM RWET *LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2' C O O O O Q O O O j O r-_T PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED • I TO BE INSTALLED FROM INSIDE OF STRUCTURE. f AT 2 PER PAWL • __ O. *L (1)- EiMNRM ION OF SERIES 20: EI HANG STORM PANEL SYSTEM (END PANEL) 1 1 (INTERIOR PANEL) (fNTER�R PANEL) (I PANEL) j 4 (END PANEL)r 1 MAX' CONSISIINC OF PANEL C t. TRACKS TOP & BOTTOM, SEE NOTES 2. 3. 4 I I �_T SEE NOTES 2, 3. 4 I I i 6. 0` (2). END PANELS SHALL ALW IA CONNECTED TO BOTTOM FTRACK i OTHERWISE A STOP BAR s1ALL BE PROVIDED AT TOP OF sucw I SUCH I11I I i I PANEL LENGTH PANELS. I j I I � f (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL. CONSIST OF 1/4"9-200/4" M.S W/ 7/8"60/32" WING I i PA'#LS N/ 1/N-20.1` 1 NUT ON 1/4'ax3/4' Min. THUMBSCREW KID TAPPED BOTTOM IBOLTED i5 a0LT5 W/ O FA DYEAtAP TRACK. LOCATION OF FASTENERS MAY BE A7 EITHER Of TWO I i I I 1 � I (SEE 5iL•TIOHS AS APPLICABLE) EXTERIOR FLAT FLANGES OF END PANEL. �_Ll- �_ L%. _i._ 1 L _ .1. - _l _ 1 1 -! -1._ 3..1..J 50m • "" _. OF •L' (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM 4 - ,- --- l - �--.- 1 r r --' - r MAXTRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO 1 i j J 1 7 -f -.- PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE_ IN SUCH CASE, CONNECTION OF JJ_Li 1J_LLJJILLJJ_LiLJJ1LLJJ�>'L1JJ J_Li JJ111 LJJ_L1 JJ1 �_-_J PANELS TO BOTTOM TREK MAY OCCUR AT ANY PANEL LOCATION. L L J SEE NOTE 1" Min LONE„/K,/� ,SEE INSTALLATIONS ONLY VALID FOR WIND NOTE 3 L� OH HOLE 3 SPEED UP TO 170 m.p.h. ANOPS ,. - - -----(SEE SELTOM EZt & ALTERNATIVE E21W ON SHEET 18) - fZI/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 SYSTEM (t) SCALE: 3/32•-1' 2.587-(WK OVERLAP i 1/4• , l MAY. GAr ACTION A -A N, ...... TI((/lwI....F,A SCALE: 3/32"®I" sOs�1j R. y s �'� ,........, ✓ y5 �,rN�P: • EN '•. 9 FLORIDA BUILDING COOP Nan High Velocity Nurcieane Zones 44167 B»so norm. 24 GAGE GALVANIZED STEEL STOW PANEL W; 11 L 1 E C O I EEc.DRAWN sSTATE 0#' AL PROTECTION PRODUCTS, LLC. : �1•• a t AMY AMID S.R. 51 STFW '�� FL O - f10Rl�p • ,r'�' e4 r. 1m +.r .RnR. n sii> °a+L wl` 20-175 • nERY J PHDH,, Ai64)Bs0-75,A LAY: (M5,1NH9-MT9T y FF •• v • • • • • Iil,.i.:� AIN FAr ....... TLMa/IMli G-o004719 i1A r aE.s A.l PININGRu'. YR,II'[A w lxlrt J,., P.E Y ts•M4 Y41fIHi111L, N1 7 IMQf 17 ffi 4M ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 Applicabon Number: 1TMA - R2 EX Project Nlmlber. 20.31543 Product Manufacturer. All American Shutters and Glass Manufacturer Address: 1510 Donna Road West Palm Beach, FL 33409 Product Nam & Description: 24ga Galvanized steel scorn Panels Large Missile Impact Resistant Scope of Evaluation: c uati This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter BIG20-3.005, F,A.C., for statewide acceptance per Method 1(d), The product noted above has been 1 summarized n to show compliance with Its, Florida Building Code tested efldlo eve slated all $UmR18 3!ed herel ."+'Y..' .,.^ W Seventh Edition (2020) and Is, for the purpose intended, at least equivalsed to that required by the Code. Re-evaluation of Of product shall be ragttired following perthUm! Florida Building Code nau9(icctions or revisions. Substantiating Data: . PRODUCT EVALUA71ON DOCUMENTS EX drawing # 20-31543 Wdod "24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)*, stNests 1-5. prepared by Engineering Express, signed & seated by Frank Bernardo, P.E. Is an Integral par of this Evaluation Report. • T REPORTSLLiL in accordance with TAS 202 teat standards test Uniform static structural performance has been leafed Ccardan Per pe report(s 8BT-ASG-17-0INBiackweterTeshng.Inc. Large missile inVW resistance and cycle loading performance has been tasted In accordance with TAS 201 and TAS 203 test standards per test reports) NBT-ASG-17-001 by Biackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to gaaffy the folic ving design Criteria: 1. Maximum Allowable Spans 2. Minimum ANDw"Spans 3. Minimum Glass Separation 4. Anchor Spacmg 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) .3N54-0660 1(866) 396-9999 TEAM • HENGINEERIXGEXPRESS.COM ENGINEERIRGEXPRESS.COM w,2in.iiuio+ Ur . ......... ­ ­­ ­­ Apt, ,2 LL If=RIIAT=B, i A _ _ IIILDW Htl f4 - ot ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allmable stress has been Dead in the design of this product. Separation from glazing is not required for irlatallatiolTs outside of wind zone 4 and essential facibbes- Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously meted test report(s), and is accounted for in the engineering design of this pro". Wind Load Resistance This product has been designed to resist wind W ds as indicated in the span scliedute(s) on the respective Product Evaluation Document 0.s. engineering drawing). Installation This product shall be tnsMfled in strict compliance with its respective Product Evaluation Document Q.e. engineering drawing), along with all components noted thersin. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shaft be in strict accordance with the respective Product Evaluation Document 0.9. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed bads and shah be of a material ltefed In this product's respective anchor schedule. Host structure conditions which are not accounted for In this products respective anchor schedule shall be designed for on a site -specific pia by a registered professional engineer. AN components which are pemsrtenitiy installed shall be protected against corrosion, contan ination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfitily, Frank Bennardo.PE ENGINEERING EXPRESSO NPE0046549ICert. Auth.9885 160 SW 121F AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM* E NG]NEERSNGExPRESS.COM E NGINEE RING EXPR ESS. COM - „F u S •. LC T M I WALL NOIIM SCTIOH J .t / 1V ;'a•Y.' - LL s� .00Uu Z F ,�H•w YM IJ A fir _ N IA1La IL' -• t.r. AAc.I C[RINV H nLIZEc IrviMAI V N Mnv vAHY F T AS T J Y HtANx n-nwnwHJ a-rn.w.4sI CA«IArns. �N cRcircY:JCT M L � N N7 PI@p LUX U! :P3�i�ld (L �1 �W u� a - 1 J., N T. i Is k K m w W H $C J� Ln T to I�2 Y 'd TY'IAY>••Y 'm It oil a � a :=:s3)iwcL�R q I I XD pr; -' I k'tI CL'-,i CEA•i:.TI,-. tr ig gL I-1 ` -u. xIF SL ZLCtS a 1^ ■{v4! ^LrMNTC � �r �Efir�YElttF - M erU.:.1. ,. a� •t :TtI.. ,•tF1 L21i3D D'__:{f]_ � SF. CR EF: 20-31543 / ^nsfTar / ns lei _.-.._-..-. --.-. UI OPTDONAL TORiPOTTOM CL03URE OETAR� ti�A � r. Ix1Ul UwR nit INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL n INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES 1 _. Cp0pN5TC_POIAdED jIf ,, CONCRETE BLOCK / �! .-. i 1/4•0 TAPOON Ii ANCHOR C 1r O.C. ItEWM1ED. - � �o +I 1/{'e TAPCCIN f. 1 r ta.t• ilEx HEAD 1EK WOOD i1DIDER ! '1 •.-, --- /14.1` NNEx HEAD iDL °�._ ANCHOR a 12' D.C. ' ^ e�}/4• FROM REOWD li' 1�� SCREW e,j/4' FROM ,r--1F13,'1 EDGE OF Q) I' / EDGE OF (/ 9 1 rOt , II i ' `\- �\\\eJJJi ED 4 r 4 i• /� 1• Min. -' 1/2 1 53. eTLn rry{�y I i e e l/4' , +6 ,1 Or N ,• LTA. 1/2' M FBIPlus, _0. 1�2• - I i• ARn. i EJ➢STNNG d TO RATICN- CAW- 1 3j16 AI.UMMUM POP EXHS,I B SEPARATION MASSR TO CLASS. ^ �J 1LaaNOM POP R RIVET I --/ '1 7 RIVET ;. tf4`•-SOT' r ,... � __ f $'-o" N TTy gam. MAN.dfA ]0t• '--_-� _ _-- .,_ i _. _.. _-_.- ___ lux. PANEL LENGTfI O SS Bans I PANEL e L: .. _i..�kM-A ._..__ --T-"- a --�e-2fk2• toP LASS. 1 -'� B---SEPAATION---TNIILIBSf/REVr SOIL _ TO GRASS.. V N i 50a N 1 OF d ( 4 e-20.2' or N I MOSCREW -47117 Y 1 ED ED t/2 1 O/ 4-0 ANCHOR OTAPCON 1/4•0 TAPCON WOOD ANCHOR a 12 0 C -`C AD .� IPLATE i , i REDUXtED CONCRETE BLOCK REomED WAIL 110UNTINc WWALL MOUNTIING SECTION EZl 1l URN&M EZ1W SCALE 3/8=1' SCALE 3/8=1' .NA,Niil/l/lNAA �4 ✓ EN, 'y1 FLORIDA BUILDING CODE Non High Velocity Hu Done Zone 1 Is MIN. PANEL LENGTH � O. 441 amsa nTmD, Ric. r.e. 24 GAGE GALVANIZED STEEL STORM PANEL,N v: SHALL BE 2'-6' I 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN + PRESSURE RATING +/- 40.0 P.O.f. AND 6'-0- MAX I_ --_._ o7/ri/t6tD STATED i GLOBAL PROTECTION PRODUCTS, U.C. iL �C�iMe.' PANEL LENGTH. A. Lem Sr. 6+ strElT 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD T%y O,N: (OHIO - 2� O_T rL 3AT eaPPRn A >RJW MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ... eMN en-,JM.. ti : am m-+m PrrOxE: Ivb,lw-7Mia rat (e4iJMM-saFT 2D-175 AL Ely`"0006714 DENSITY OF 0.55 OR EQUAL, SION EENa1E111.9dlJLPNRME/M1E WALTEA A Tuft ,N.. PE. SWEET IB OFIM Nam ALL AMERICAN SHUTTERS AND GLASS \24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYP. TYPE.AS REQ'D) SECrtONS LSTITCH BOLTS WITH WASNERED WINGNUTS FASTENED e OVERLAPS a MIDSPAN (USE APPROPRIATE SPAN TABLE) ZPLAN VIEW o Ed BOTTOM MOUNT / L (CONN TYPE AS \ ."i R0.391° / 0.375' MAY BE AT T &BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION ELEVATION TOP MOUNT (C(x4N TYPE LrlSax y ) yy-y -� �Q�D (S SAN ABV TRUCTIE DOTTOMUNT:_" TY5 REQ'D) 000 uU �w O -OBSTRUCTION (LOCATION MAY Va0.r} a ?, TOP MOVAIT (GDNN TYPE 0.5 0.EQ'D) BOTTOM MOUNT (CONPN Lmax (SPAN BELOW TYPE AS REQ'D) OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL yTIT "-20 SCH BOLTS WITH WASHERED PROVIDED THAT CONNECTIOPF AND ANCHORS ARE USED WHICH.SATISFY WINGNUTS FASTENED SPANS ABOVE & BELOW OBSTRUCTION. OVERLAPS a MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION a NOTCHED PANELS 1 N.TS. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS N STORM PANEL SEPARATION FROM MI pAIR.A KXi GLASS (HVHZ WINO NONE A At ESSENTIAL FAOLmES ) I MAXIMUM ' V I DESIGF1 ALLOWABLE YIONSGREATER INSTALLATIONS 1E55 INSTALIA I PRESSURE SPAN ILnwYi THAN 3D' ABOVE GRADE THAN 30' ABOVE GRADE PSF / 30 _- 130.0 In d 06 in -/ 35 130.01 8.061n LIE In i /'40�-.13001n 6.061n 2.I61n ' +/45 130 0 in 6.061n 2.16 in ,/.50 f I -..In 6ObM 2.1b In / 55 SOb6m 6�m 35 2in I7 -..- / &311n _ -f 609m 253 in /-SS T 5981 _ 6111n 23Zin A In -I 612 in 2SOfn 1 ,/-72 27D P, 6.13 to 299 in >YAN W_fltLJULt IVU I t,: 1. ENTER SPAN SCMEOULES WITH NEGATIVE DESIGN LOAD PANEL F SPACING TO DESt a FASTENER G DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE Is ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. ll 2. 'PANEL FASTENERS ARE STUDS USED IN CONXINCTION WITH ALL MOUNTING EXTRUSIONS ("F'-TRACK, STUDDED ANGLE, ETC.). USE 6.25 O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL -H"- AND `U"-HEADERS (INCLUDING BULLD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE MVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTIR WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQULREO AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS IRED. NnO,x FRANK BENIN0.00 /E a nEmAc MP rA bee A MAXIMUM ALLOWABLE r�r'IPEI DESIGN PRESSURES ;g "I ';` .401 AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES ( g p POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED e c FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE E GOVERNING CODE, PRESSURE REDUIRHMENTS AS DETERMIr•R33IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1 i �y sRSR 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQQUAL TO THE POSITIVE OR NEGATIVE DESIGN . ° eu = ' E> PRESSURE'CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.: c m GENERAL NOTES: I "� 3 � " THt5 SPECIFICATION HAS. BEEN DESIGNED AND SHALL BE FABRICATED IN LCCORDANCE WITH THE AEg..IMENTS OF THE FLORIDA $WILDING CODE aVENTH EDITION 1i020i F1iR U9E IN920E AND OUTSIDE OF THE HVHZ, PEA ti O W 'AS 201, 202 AND 03 TEST PROTOCOLS. CONTRACTOR SMALL SMVESTIGAT5 m 2. NO 33-112%LMCREASE IN ALLOWABLE STRESS WAS BEEN USED IN THE DESIGN OFTHISSYSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPSSrRUCrURE WITH WHICH THIS DESIGN IS USED SHALL BE REBPONSLBL[ (�3 FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN LVNICK (' SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 4. 5EPAAATE'SITE-SPECIFICSEALED ENGINEERING SHALL 9E REQ "RED, FN TO DEVIATE FROM LOApS, OA SPANS CA"23ED IDRD .A DEFLECTIOFIS, HEREINCONTACTTHIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS r� 4 MAY BE REQUIRE O. 5. THE SYSTEM DRALED HEREIN IS GENERIC AND DOES NOT PROVIDE FAy INFORMATTON FORA SPECIFIC STTE FOR SItt CONDIT10N6 DIFF2REHT fltOM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED dry UJI # pm}' ITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE ARCHIN Do 4UNCTION Vn7`H THIS DOCVMEftr. 6. DESIGN PRE55URES NOTED HEREIN ARE BASED ON MAXIMUM TESTED ❑ ,L a ES :i [OS S y Rd PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR, 7. ALL FASTENERS TO B! It'41 GR 9AE GRADE S UNLESS NOTED = 3 E lAjMM OTHERY,I9E. FASTENERS SHALL BE CAOMIVM-PLATED OR OTHERWISE MRRC25ION-RESISTANT SHALL Z ITi i MATERIAL AND COMPLY WITH"SPECIFICATIONS FDA ALUMINUM STRUCTURES' SECTION 1.3.BY THE ALUMINUM ASSOCIATION. INC., & ANY APPLICABLE FEDEPA4 STATE, AND/OR LOCAL CODES. B. ALL STORM PANELS SHALL BE I4GA STEEL. Is0.024". VV 1:'y 9. STORM PANtLS SHALL FOAM TO A9 M53 STRUCTURAL UYLLITY STEEL; GM9 GALVANIZED COAT2NG WStH A HINIMVq FYs48.3 KEi 5 LLI 40, ALL ALUMINUM EXTRUSIO NS SHALL BE 6063-T6 ALUMINUM ALLOY. UNLESS NOTED OTH ERWSE. N BOTTOM DETAILS S MAY aE HANGED AS FIELD •� Q 2 CONDITIONSMAY CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR ED VERTICALLY HORIZONTALLY2CCRET AS NCHOAPPLICABLE.SOT CONCRETE ANCHORS NOTED EMBEDDED Q NO INSTALL ALLSHALL CONCRETE RS MAN -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER RECOMMENDATIONS. 13. THE CONT5 IS RESPONSIBLE ALS O INSULATE E PNROTECTALL MEMBERS FROM OLSSIM](AR MATERIAL9 TO PREVENT ELECTROLYSIS. ME THE FROM DISSIMILAR LYSIS. S eB 14. ENGINEER SEAL AFFIXED HERE TD VALIDATES ggTRIKTURAL DESIGN AS SHOWN ONLY USE OF THIS SPECIFICATION BY 1.0 RACTot et,.L INDEMNIFIES a SAVES HARMLESS THIS M[2NEER FOR qLL COST B OAMAGSS qq�I Q C B INCLUDING LEGAL FEES S APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT Lau �� WHICH S CALLED FOR. BY LOCAL, STATE, A FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. [L tS D 15, [XCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDrTIONAL u CERTIFICATIONS OR AFFIRMATIONS ARE MENDED. IS. ALTERATIONS; ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMERT C � ARE NOT PERMITTED AND INVALIMR THIS CERTIFICATION. ]7. PANELS SHALL BE PERMANENTLY LABELED WTTHAMINiMUMOF(1)LABEL YLaa E PER EVERV 3 0 FIEF, CONTAINING THE FOLLAVYIN GINr4RMATION: ALLAMERICAN SHUTTERS AND GLASS WESTPALMBEACH, FL $ TAS 201, TAS 202 & TAS 203 FLORIDA PRODUCT APPROVAL NUM SER J flIJM WatI>niE 20-31543 VISIT ECALC.10/31643 .'s` ,. M!!-',;, r-a h•.IE%,.•i-'il {J Naie�NEHiMBE]IPPBB. rAMWW1E � rDNAtwrIDmLPwm, lercnn.leswnce. /1 C,ILJII MINIMUM ALLOWABLE SPAN SCHEDULE MOUNTTOP 4 101Ef4 4 6 H ' ' Hee r 2,r 2 73 x &ad"-U"H P 0' r 2r 2r 25' Zr 24' 0' a r z e" t Z 2xB d N' NNda 0,0" 23` 2r Zrr a{" 2",A-r 29' 23" 29' ii" 30' 3 /• 11" 37 23` 70' 11' 3" 8ld6PIM'F' Track fir fir 2r 30" 48" 90" fib' r 46' >P Sr i refit 2sr as 2F 31" W IF 30' S0' 31' S5' 2 Q SAW 7r Zr Zr it' 2a' 30' tf" 29t 2r 21r It* 31` I- 13niR Mbux zr 2r 24- 30" {a' so` tie" {a" 24- Or 30• E3 'U' Na.d.r 0` P 0" 29" fir 27' N P tt' i3" M T teEk fir 2r 2 r 30" 50^ 29' {s° 2 r Be 9HW SIB 23' 2T it" 30• 31• 11' 30' 2Y D 37 IIf' it' 33" "C" T Jsd 2e` 37 53' 65' 31' 28" S:f Ir S6' COrMpmOtiS AT 1➢P OA BORON.• PANEL IPReI1H`u IES51t1A71 T,R)SE NDiED IMwaME ABOVE APE iqT ACCEPTABLE. 2. NO SP.PAPATlO,i LRCM GIA.S f5 RM}UTAED WHEN OAM41ENGTN t3 CANTlP THAN TMT NDTEI flu ReSAERive asunsARCUIR13, ONABOVE. ]. SWEH WVkDES RE N TI FOR ALL HIIPNS, RE MOUNDS IN NAME ABOVE. WldR toe ISLANDS NOT W ES 0. ARE U4 TABU eUROWTMD1K 2 CONDiTOR, Af9tIiRED SFARATLDNNDI GLA65 StNLL.E s DfT41!'r ,. T++HLE ARKIES TO BOTH 22 iMIrM DA WRH01J1' SrtiW BDilS AND PANMb i &ITN WITH PAA@i a•I J 24pA iASTFNERS • 12.5` OP 6.24' O.C. i PANELS - SPAN %' MiwrAJM USOW IR I OF THE OPnONAt OR 00rrOM CLOWxES J'IN II DPEwMG IPEA PErA1a NOUNnMG Cw.ImON SHOWN 1. TMlSf D.AWIKS- f-OPTIONALINTERIOR FASTENING DETAIL N,T.S. UST PANEL tNSTALLE-0 FROM Mtfw➢R X. 20. ­.S. STIEWALx BOLT OR MACHINe SCARY T U x- INA. HD1E Y MA NUT. wA6,RRINGAU, WN INSIDE FKE /x'20 Y 1'MA Uft S_ / SRJD WY WASHe. I WINGHt" IF 11A, PIC. [CONNECTS BOTTOM MOUNT exTRIJSIDN T1 AD ACENT PANe41 RANK BFNNM I PC I PEm4.P49 GA. 9M5 r : ON % e W M L 5N W "gq r Yt� m z C N Jx A L N fg �W W W 1. Cf (INSLP" ANCHORS AT cc[nta wAwo E.5 U G CONCRETE. IWlID1k MID, DA SPACING Or IHNF THE lUE G2VPN IN II ANOIQ 2D-31' WOtJU F'RAFi{NG $PALINGTAME, EACH PANEL ADJACENT TPO A LGAE55 ANFII M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING a rRNHKOCNWNJDO PC s PEON6 AIG 93BG it. -: 2.250' D.094" h--o:o6D^ 2. zsD" I y, ,u n uD x o a 4" ry 0,711111p�11 Z ' 9 Y 4 �4" 8.094�, g C N 18 GA m SDA94° - .t42" 120" TYP. TYP n G " M m0.(194", .L62• r,' ,D94" ^ ci n 1.930" 1.930" C•062" .D52' -�•-o.ofiz .375° .062" rD.1zs° z.000" �.- 1.35 »1 200W 0.062 TYP. -a 2 030 -I ao2o• zso` -1 z.Doo° I- --I 2.W0• I-- �%14.875' auxu-oa 'u' HEADER 4� 3.3E0" MAX.31"0.0313"7} �q7 2.5W" PPANE�COVER4GE-A.510 �55" D 19fj�-i r04b5" O( 376i-�D.bSS' 0.05�" 1.Oo7• �.� Ltii 0.10" Y� "PANEL LENGTH a 1�14n� �� UPS (-D•545„ .150" ` $O U % 111 III m _ -( L T- O.Q90" NArsEroN 0.065• 0.250" -•I-- TYP. •��0.090, '^ 2.000°,.�O. M"/FN'N'n 0�215" .Zts 0.710" RD.135, .305, to 0,7D0 .n aNLO-OVT Y' TRACK i. "P' mAr.E � 0.D90 w v4Nm4Fr 0.957° - V+ NIA. 5 , 0.376' � 5 55" Z Q Til S �_ �II _ DtucTlon � r� p � [IXTEtIDFD1 'vi cuNil s:.rll Irr�:N: � t �` D 1.0DWLLAI P !'riWw.D1_ "CE OPIAo-1CP'I (i) 4� 1 %-.25" MAX. r MAX. (.\ CDRIlat CLOSURE DETAIL L •4 z .ws ✓� ' /�-.25" MAX. *d .. a'a v L TTT- BUILD -OUT - sir In lL d DISTANCE ,.,r :2 TfP n• `i°:tJ KKIIINI II IqI FI1hIAI I ODD, J A.0 A•:Af; e:e"Y'.Ir c'" _ :.v E-N,• 'LY-vJ uli:, x„ s'a z:a EMBED a n_.;. •. 3 A . R' O J 'A..Vz bN - Yltz -' IMP 1. S+-tttEt s e7 a M 0001. �J4 -A9PSY M ' OVERLAP 1 � +a AX ••1 P , Tic.R Benz 25" MAX/.1 wlu0-inn NwJNI IRlwIHF nr m . q qq . T 1.SOD" C rs.',rA'•+fir .ro' 3 MIN, 1.500• u.L'i v L �.Ys�a•1,tfill Fminx :. r EL 14" MIN.`a O;iO• O !!! •�' I (:'PAY. '!t A.. eV� P RA .. 'J rnA /1CORHERCLOSURE DETNL '�Er ,;r H?: S t lT.0 T L E V BED'" �:Hfl`1IP , 1 % 1i�Y ��' C°aft MOUNT CLOSWREDEiAA O F-n i R S ✓' N.T. S ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS a 12, S' O.C, ® mcammWOMEMMEIMHV� ® ®®MEW . D�M EM ®12�1�®IIE91t'�� 'i ®ffl ffl IFNMM®®® � - ��'���®[1-d"Jt.Yd'Al®erw�tl'Il'1•®fS3�® Ee�3�® ®E3MMMINIMIMM - ' P.�A1i / / l , 47 ®F�[�®EKE �®�E® EM EM 3 I. MAI[ omae ANCNPR PREWRE TYFE IMF IP 10 b'-IY f.Pnn L U a' -a' HfnH NV O U'- IP Comm 'jjAPE C1 C2 C3 C4 COS jY��[ c1 cz c3 G j'a��! C1 C 3 C3 C9 EMBED 33 At'!5(:urW 41 48 52 72 12.5 160' 160 109' 12S 360 16.0 75" f2S 16.0"S60' 6.7 125 MIT Me" &e" 12 S 16.0' LSD" 6.1• 12 5 14.0' 14 B' 6-D' 12,S 16.0" 160- 75' 12S f 60 4 .7 160" 12S 76.0'147 6.0' 7z5 125' 160' mo- 16O' 14.7- 6-9' 5-➢" LIS 1Z.S 160 1& .0 L 47' b0• 14.i' 4➢" 325' 125 ]6.0"147 6,0 ]40"1L T' B,D" O 111. 1 ]Yr CMDm 33 WOOD SCREW 41 46 52 72 Ilea 1-1M' [NOCO 33 TAP GRa•CFAS• 41 48 52 12 12.5 160" 16.0 10.1 2 " 1 .5 16 0 t2 1' 7 0" ld 5 36.0" 30.9 6 I' 12.5 160" 141" RI- 12.9' 160' 9.7 56• 125 16.0" 9.7" 56" 12.5' 12.5 12.5 12:5' 1 " 0 6 ILO 16 0" U. 1" ]b 0" B.S. 160" 160° 7 " 0 6.4° S.6° 125" 12 S' 12.5' 12.5' 16.0 Lem" 16.0. 18A' 9fi' S.6" B " 4 9 6V 5 6" L1.5' 125' 12 5' 32.5' 16.0" 9.6" 5,5' 16.0" Lt..- ]6 .0" 30.2' 125' 16.0, 13.3 12.5' 160' 92' EM 12.5• 12.7 1B.D" 9,2" 16.0. 4.1• 12 5 16.0' 11.4" 12.71 0 16" 9.1" L2.5' 12.1 16.0 1015, ] .,. 6 9.1 3" 12,5 12.51 160 160 9.1 9.1 12.5 33.5' 16.0" 9.1" 1H.➢" 91" 7 30'. EMBED ( t'B' 33 Al I YcnH . NaA'�' 41 WOOD BUSNUiC 40 yy 52 T ra.t�I�I T2 12 36.0' 8.6' 12, S 35 S' 60' S1• 12 S ]3.B• 5.3" 4,5" 145 16.0' TO" S.S" 1 2 5 12 1' 4 ' A. " B 1 6,23" ]2.4' 4a' 0.1" 125 1 .4' S 9' 5 5 0" G2 S' lE 3' 4.7 4.0" &25" I2.3` 4.7' 4.0" L2.S 14.2 S.5' 4.T 52S 123' 4T 40" 625" 123" 4.7 &25 12-3 4-7" 4.0" 6.23' l23" 4.T' 4.0" ANCHOR NOTES: I. ANCHORSOHEDULE APPLIES TOALL PRODUCTSTI CERTIFIED !ED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALLAPPLY. 2: ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCNRE MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SEL.ECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. "PANEL FASTENERS" ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS ("F -TRACK, STUDDED ANGLE, ETC.), USE 6 25" O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL"H"- AND °U"-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FORM, BRIC74, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALLSE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4• (MIN.) WOOD STUD ('A" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G-0,55 OR GREATER DENSITY. LAC SCREW SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAD. 1L. REMOVABLE ANCHORS ARE. DEWALT PANELMALTE, ALL -POINTS 5OUD-SET & BRASS BUSHING. 12. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 14, O DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. IS. i DIRECT MOUNTING C NNDITIONS- 16 LINEAR INTERPOLATION 15 NOT PERM'ETTED FOR USE WITH THE ANCHOR SCHEDULES LI5TED ON THIS SHEET. II 9 N 2 0 O N c Q cU -0 a- .� 0 N Cn '�^^ =00a 0 0 CU 0 01 ca LL 0 .� -0 0 am _C 2 cnQ Q Z Z W J 4 V - _0 00 C► < /S( SV J, l4 V �4 < LJ A AV ,T _ W W I �ifififififilij CIO O L/� C CL <t U 0co1..1� U � dLB 1�1� CC W LU G Q Z z SHEET NO. SH 1.5 m B P 9ST-7 Le.tNrxo,r 4bc,,o LLB 3-T�A� is� 6aesl � Avhum� Pods� ,,