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HomeMy WebLinkAbout36387 Camp Fire TerABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR orVTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Ar. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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 - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. UNIT -A 1532 I moll 10 MEN U IV I I _U 1 OZ4 U IN I I -U 1 bL4 U IN I I -lam I OZ4 6 - UNIT TOWNHOMES (ACCCCA) U IV 1 1 _U I fOZ4 UNIT -A 1532 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2.1 FOUNDATION PLAN - LEFT SIDE 2.2 FOUNDATION PLAN - RIGHT SIDE 3 FLOOR PLAN - UNIT -A 1532 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 4 t'p 7.1 EXTERIOR ELEVATIONS �y 7.2 EXTERIOR ELEVATIONS 8 ROOF PLAN 9 FLOOR FRAMING PLAN 10 ROOF FRAMING PLAN 11.1 FIRST FLOOR ELECTRICAL PLAN 11.2 SECOND FLOOR ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SIN 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 PA1.0-2 PRODUCT APPROVAL SH1.0-5 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 6 _ debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect UNIT TH (1532 1624) 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. sn CV N � o_ U-b Q S W O = O U d 9 O W c <o'_'N on K N %LLa O N -fl N t cc y O to Q N Y N N � E' t G 3 � W N C E d v y` r C� P 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. Yi W t- o ofo $ N a U O N V a 6�,x � O LL tZ N O ti L d Q � c LL ii a Z Z c o 0 Z m L f0 CS 1 W omNcodO Ja co��� K W w N Cl) co lu Zun r- a Z 0< ❑00 Z W C7 737 r` M Q) C9 12 `° ,O1.1g n tl1 r �N U 4i LAJ J E if ; _ _ Q L w U_ E E c o �_ w r Za y -, n3 C O ra k �a 0 U U2 Z ra t d a= 7 rnZ c a m v J �o a 5 z 15 �1 Wrz C§ u m � c O a� 00 U (U rn CND Fes- L 00 CV Co i L rn M T :3 Q T T � M 60 v (D W io U T- 0 (0 LICE 'E M M Lo 00 Q 00 CY) o N LIt7 CC> i_ C" ) T T CCC) M LO O Z M z E T W E ro c U J Q 0 J JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 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 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) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL SCALE:1 10=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xW1.4 W.W.F. 194 4 4 4 a 4 ° ° (4) #5 REBARS CONT. 4" 2'-0" 14" CMU BEARING WALL FOOTING SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLATE 1 101 L 5„ 01 L SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" 1 } 0 0 N SYMMETRICAL 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 W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN - LEFT SIDE SCALE: Y4"=1'-0" a 0 � L O •- � C <C G� N ��LLa N N O y N O A d d E c c cm Cr y Q- E o a. 0 1,4a�>�t 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 71h Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA a 0 $. (0 0 r J J M � u- ui a a 05rNi0 Q J LL u- ram. z z _-prn O O L O C M r sp m ui B W JC)w Z LL co N N Z = z U rUn O U ❑❑❑ z W U � r N 6 t r Wv) M -2 No O a 1_i g v I V` N V/ U c w � — E I !L t C— C" I� 0 m J - y E O r< - S E_ V '+ o a cv Za� cD mQ C U LL co ` 8 ? o W co of �Y�Iw n LL S O :�i a T (� 6 S IIIIIIIIIII� =o N W 2 r U (0 rn T �-� N W 0 Co ^— N— i 00 N (Q i.L_ C3i L17 .-- =3 r CL s 00 U Cn F— O c0 L O CM co L o C 00 r N M O M � Q N � � L17 Cp T M r M co Ln o Z cc Z � E T v' cc c n Ecc U Q p JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 2.1 Cn 3 I N Ln Ln N r7 z 0 0 i 0 Ln 0 I M r CD CD N 0 I cp N cp I cV M Ln N 0 J 0 I M to CD 0 I M N F- 0 o- 0 O i_ L ¢ rn cV 0 N U a E 0 z 0 c c J i ca 0 ID U LZ r7 N 0 N Ln a 0 a r7 CV 0 N I LO 4i 0 Y cn 0 L'i M m a� n 0 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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) W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN Lll Z -7x U-1 N a CONTROL JOINT DETAIL SCALE:1 1/2"=V-0" �• ;'" —#5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE y FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-0" CMU WALL -- (1) #5 REBAR @ FILLED CELL ---6x6 W1.4xVV1.4 W.W.F. a° 4. ' 9 a a ° m - 0 o d ° n ° d r (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-O" il 5x5x3/8" A36 STEEL BASE PLATE /IIy1�IIy I I I 5„ SECTION A -A �� 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \-----CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL 1 -4" 3'-8" 13'-4" '-0" '-0" 13'-4" 3'-8" 3'-8" 13'-4" 1'4" op VERIFY T-0" x 3'-0" x V-0" VERIFY VERIFY AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C PAD PAD PAD (2) #5's 3-0" x T-0" x V-0" HOSE L L L wl (4) #5 E.W. BIB 2'-0" x 2-0" x 1 A S3 S3 2-0" x 2'-0" x 1'-0" H SE HOSE 2'-0" x 2'-0" It V-0" S3 w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. RIFI BIB CONDENSATE— CONDENSATE — CONDENSATE I v LINE I LINE I LINE I -4" ELEV. FIN. 1 4" ELEV. FIN. I I 4" ELEV. FIN. o 1 o CONIC. SLAB 2 CONIC. SLAB o 1 CONIC. SLAB a 2 ; c! I I 2 1i S3 2'-8" 3'-10" 3'-10" 1 J 6-8" 6-8" 1110" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" 1' " I ■ ■ / E I I El / ■ ■ ■ ■ ® ■ } -- o PR VIDE 1 " RECESS FOR — — I P OVIDE 1,�" RECESS FOR r _ _ _ PRO IDE 1 2' RECESS FOR 0 I I I SLI ING G ASS DOOR. REFE TO r IffnO�bO . R� 1� I I — t SLIDING G SS DOOR. REFER TO 4 I- L I MA ON'S S OPE FOR WIDTH I I M SON'S SCOPE FOR WIDT I J I I MA N'S SCOPE FOR WIDTH v NI I I I00 = PROVIDE ERNE FOR M I I M PROVIDE LINE FOR - �5 - PROVIDE LINE FOR INDICATES FILLED CELL W13000 I I I S3 I I I S3 I ICE MAKER D1 I I I D1 ICE MAKER I S3 I PSI CONC, GROUT FROM FTR. _ TO BEAM W/ 1#5 REBAR VERT. I I( J, 4- / I I I = F \ `, ABOVE SLAB. TYPICAL ALL f @ Z I I J I 3 " MIN. 3000 PSI CONC. SLAB FOR I I iv PLACES SHOWN HOOKED FTG. I/ I (I I I CIO I I HERNANDO COUNTY ONLY. 3Y" MIN. / r I to DOWELS 17" EMBEDMENT W/25" �� _/� 2500 PSI CONIC. SLAB OVER 6 MIL. � \ _� EXT. ABOVE SLAB. GRADE 40 I J VISQUEEN VAPOR BARRIER STEEL I I I I I I = I I DIRB619MW/ I I DBL. SINK w/ I I C? DBL. SINK w/ DISFMSAOSAL C.J. I - C-J, _ _ _ DISPOSAL DISPOSA III I I �, III I I I III I I r) III III 11 "i IIII D 1 'v I I IIL_ JL_ JII I I 1 I I I I IL uL Jl- JII I I I Ill- L_ JIII I 1 -� — L— _E 3 I I _E -- m — � I �a =—JL --�_ I 2-STORY U.N.O. 5-9j" 12'-21" I I 12'-2 " F-9j" 5'-1q" 12'-54" I q W01 I I I I W01 I 1 01 -in 01 6WO1 D1 I I D1Ill D1 I I I I I I I I I I T-10" 4'-2" 14'- I I I I 0'-0" ELEV. IOIL 0'-0" ELEV. FIN CONC. SLAB I I FIN CONIC. SLAB �— L— I-- - Cam— - - --- -- �- +—I- - - C.J. GG I I GG s3 I I S3 I I I I @FOUNDATION I I I I I@ FOUNDATION 2' 0" _ 16'-0 6'-0" IL- jI QC)i I �(I if to 11 1 1 1- I I 3'-101, I 13 -10" 4'-6" rl r-1 c o I Cl) c c'OL 0'-0" ELEV. FIN CONIC. SLAB C.J.- `° I I GG I M II S3 I I I I I @ FOUNDATION I I 2' 0" 2' 0" I I 164 " 6 I I� 111 I I I I^ ELEV. APPROX.I 1-1/2" BELOW F.F. ELEV. CAN BE NO I J I�I J I I I �I I Lj I MORE THAN 1-1/2"I ■ BELOW TOP OFI EGRESS DOOR THRESHOLD. FIELDI c,7 I \ IH.W /I N K in P OVID 112"RECESS FOR I I I K PROVIDE 112"RECESS FOR S3 N I' W HI / I_� \ IH /I N K VERIFY PROVIDE t/2"RECESS FOR I v FONT OOR. REFER TO RIONONT DOOR. REFER TO I v FRONT DOOR. REFER TO -10" SON'S SCOPE FOR WIDTH J — v I MASOSCOPE FOR WIDTH N'S 2'-10" - 0" I MASON'S SCOPE FOR WIDTH FM24 ® ® ® ® ® ® FM24 I FM 01 OE ® ■ I I .. �,. [1 I 1 I 1_0„ , 10'-6" 0„ 4 0 11_8, 4 0., O„ 0„ 10'-6" 1 U-6" 0i. 4'_0" D 4" ELEV. FIN. 00 " I 80 u7 I I CONC. SLAB I I I I -4" ELEV. FIN. co 4" ELEV. FIN. to i CONC. SLAB I I CONIC. SLAB PW01 I �T1 I ® I PWO Cj -09 - I I - — C.J. _ - I - -- - +--J' - o O a "> C.J. C.J. "' w I W rV-4- 5-8-1 _ ELEV. APPROX. I op T I ELEV. APPROk I I I= I I " N 3'-0" x 3'-0" x V-0" I wl (4) #5 E.W. ® 1-1/2" BELOW F.F. I 1-1/2" BELOW F.IL ® I I in S3 S3 1 I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I I I 55 D1 MORE THAN 1-1/2" MORE THAN 1-1/2" k D1 J k D1 BELOW TOP OF I I BELOW TOP OF = I I I ■ EGRESS DOOR°P EGRESS DOOR ; I I I I 2' 6" x x 1' 0" I "' I I I 2'-6- 4 I (')6" wl 3 #5 E.W. THRESHOLD. I THRESHOLD. E.W. I I I o � I I FIELD VERIFY I I FIELD VERIFY co A J 00 S3 I S3— W"J'*D _ S3 I I + o CD * — = — — oo I — — — T RECE S OPT." � J HOSE `Y — — — N N L L BIB S3 S3 HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL BIB BIB W/IN FILLED CELL WIN FILLED CELL 10 1'-8" 8'-0" V-8" V-8" 8'-0" 1 V-4" 11'4" V-8" 6'-8" 6'-8" 1'4' 54' 0 M T-0" x T-0" x 1'-0" wl (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=1'-0" 9" N cC=V o LMI, W C2 O r� o C U t!� N — m y< w a •� N Y E c 67 = Q J io d ar o Cu cc T CY A N tZ m o. o r�.. =, ` N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N F Q E S N 8 O V N m J C 0 � LL J Q mLLii a 4 z _ 0 Z O r � O � W" :3 C-4 O m Q Oj W Z Co 0 U 5 T LO N M ZIL 0 Z O U ❑Q❑ W N th o � 00 s r_ C1N r� V N g N V.N (� U) �� U) U 4 J E di r. U p N L, (n d -T 0 �Q m O J q L O E UI pia CJ ° 51Y Z C.0 n3 Cn C d� nY n� m QJ J n m� i n W TS w �w J 4Y r- raj Is a = c O 0 > 00 U L rn H 00 M C0 im I L Q� T Q M 00 U) .2120 c U T v� O LO .� M cM Lfi C 00 r- N O M O N ,6 1'- M r r y 1 1 6 z Z E m Il E U -i Q 0 JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 2.2 v I cD N i N th 0 Cr 0 ¢ 00 rn r"7 rn J CD 0 LO M LO O I i I co -i- CV m 1 CV V') v 0 v 0 rn L0 0 I rh 0 I r� i v C Cr 0 0 c `o F-- r7 0 i O d 0 2 v c J ti. c 0 0 J a� LZ C1 O4 N \ t� LO 0 0 a r� 0 N \ hi S SE Cn 0 Q m v v N Cl) OWNER'S BATHROOM SCALE: 3/8" =1'4" r; o 60 CV M 0 MIRROR Li 4 LLJ] BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE - 12 20 X 26 18 J X 251 S.H. 13 20 X 38 18 J X 37 a S.H. 14 20X50J 18JX50-- - '-S.H. 15 20 X 63 18 } X 62 } S.H. - 16 20 X 72 18 } X 71 } S. H. 1H2 271/4X26 26X254 S.H. -1H3 271/4X38 26x371 S.H. 1 H4 T 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 112 S.H. _.. 1H6 27JX72 26X71112 S.H. 22 23 37 J X 26 36 4 X 25 1/2 S.H. 371 X 381 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S. H. 25 37 1 X 63 364 X 62 1/2 S. H. 26 - - 37JX72 36JX71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 X 25 S. H. 33 54 X 38 J 52 J X 371 S. H. 34 54 X 50 52 4 X 50 522'X624 S.H. S.H. 35 54X63 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 79 X 59 N/A N/A S.H. DOUBLE 39X59 S.H. STAIR DATA: F� 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" DRYWALL TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING �i FLOOR ONLY) (2) 2X8 w! 1/2" N, FLITCH HEADER \ \ SLOPE CEILING TO MATCH STAIR RISE F.FL. F.FL. ------ ------ \\�--- f At -IT 18 �„r 117 _ 6 ��. r �"� 1 1/4 TO 2 DIA HANDRAIL NO �115 j LESS THAN 34" 14 13 U NOR MORE THAN 38" ABV. 12 Q TREAD NOSING 11 CONT. HAND RAIL 10 METAL U HANDRAIL BRACKET - 7 16 = BLOCKING AS REQUIRED _ 5 2x STRINGERS 4 00 3 HANDRAIL DETAIL 14 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'4' BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND TYPE STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" 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 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 '/2 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 enclosed side with 112-inch gypsum board. 1. 18'-4" VERIFY AC PAD LOCATION OF A/C PAD HB al lit OUTLIVING DOOR HE � '_NCONCRETE OY IC 6068 SGD Q c0 -SH N (2468REF ® 7'-11" 1 3'-2" 6'-7" 1 o I S O I cow DINING I KITCHEN Z 'O o 9'4" FLAT CLG. 9'-4" FLAT CLG. 00 TILE TILE o SINKw/ D/W DISPOSAL F - - -� I I p O r---J FLRG. LINE- 2x8 WALL 8'-0" 6'-0" 3'-8" ® o 16" CNTR. AT 42" 10 o U) 7 A.F.F. 1/2 WALL M A� N CAPPED 1 ® II UP 2 55 \ M D1 TYP. U.N O v STONE VENEER 16" SQUARE- ^ CMU COLUMN HD FLRG. LINE 11 GREAT ROOM 9'-4" FLAT CLG. CARPET 13'-8" ■ 0 GG t` , S3 4,-4„VA 2x6 WALL *NO UPLIFT* -- - -- S400 w - H1 TILE (V f; J u_ 2868 N k W.H. BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'-4" F T CLG. CON ETE ., r---------- - - - - - -- I I ■ I LINE OF 2nd STRY. ABV. I- - - + I **NOTE * I coo I BILK. WALLS ARE 8'-8" I- I TALL FOR "A" LJNIT 5'-8' HB IFROM FRO14T OF GARAGE LO m I K TYP. @ I o I S4 GARAG N 8'x7' GARAGE OOR 1'-4" 5-8" V-8" 8'-0" V-8" 4 In 7'-0" 1 V-4" D1 STONE VENEER 8'-8" 18'-8" 18'-4" T.O.M. T.O.M. 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=1'-0" I 0 rn 0 M t 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) ro-+ 3'-4" 40 12'-0" S-0" 10 lop 1'-4" V-8" 3'-10" 0 5'-0" 3'-10" 2'-8" 40 © O 10, MOD 25 SH MOD 25 SH (39" x 59") (39" x 59") EGRESS' EGRESS 0 00 OWNER'S 55 D1 BEDROOM = 8'-0" FLAT CLG. 7 I CARPET N o0 CIS! Co 17'-8" io 6'4" 4'4" 7'-0° XA AAXA ® M.C. ----- R&S XA (� o 0. B TH I 22"x36" \L�/ 8'-O"FLAI CARPET CLG. ATTIC ACCESS 1 I N iv ,WIC oo / "FLAT CLG (� co cD N 1Ca N � 1 I 'CARPET PWO1 D 1 -V- J 164 ® - - -_ _ _ I ----J AA TYP. = (A) F0 I R&S v M 2868 5 ® 6 0o -TkE TO I v 7 ZD 7' A. 00 ( 8 N 60"x AHU 9 fi a0 WER P l� 10 O R/A I 11 �n I 5' 11a' 4'-4" 3' 4" I 3'-8" ' LOFT 1 1 13 I ® `4 8'-0" FLAT CLG. 14 0 ,^r, 00 F_ CARPET 15 00 00 N 16 I cD 17 UP 18 7A.F.F. Au 0 1/2 WALL ba CAPPED x 54 CV 1'-10" 9'-6" N �A� C _ o i:n 2668 °° <V0 BAT 8'-0" FLAT CLG I ■ CARP M.C. T 0 WIC 8'-0- FLAT CLG. iy CARPET 2668 C, = q N 06 ;BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPET G.T. - - G.T. 00 F.C. FOR ELEV. 2023 & "' MODERN ELEV ONLY. DOES NOT APPLY TO MOD 25 SH STD/LT ELEVATIONS. (39" x 59" ) ■ EGRESS S-8" 4'-0" 7'4" o 00 7'-0" 1 V-4" CD 18,-4" 1 2ND FLOOR PLAN - UNIT -A 1532 SCALE: 4"=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 �F +26.6 / -33.5 GO SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. 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 112" 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 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" 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C 0 en d N cm � w s !V c a a H �o N n N � o LI Q GV N a� m o cc w U a = CD •� N E ea r m To the best of the Engineers knowledge, information and belief, the structural plans and spec ications 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 E N W C G � v� J "� LL M (>) C) a a rN LL LL a Z m c m p 0 L08 7 N N rD wo � o m W Q ¢0Z ;^ LLW 00 N Cl) Z (((Q��� W V (nir Z o d ❑ 11 O W 0 C. MMOI Q N E3 Q) (-D o u_ 4 /-�-1 � p V O...s to ry I_ U) w - - 8 - t I c_� r_ � z - 0 8 t� M J3 E - O or w;a t° f- Io 0 rc Z C�/=J ro Z J 15 ui 8 u K W = ,r �r c 0 0 00cn c L v 0 CN cp 0 F- r L 00 Cn ��' LL d7 LO T Q E T s M 00 0 U in O (p LO ,0 cM ce) LO OO M O N Lc) cfl r r N 7 M f/1 LO o Z Z @ E E ai c a o Q o c JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 3 -_- L rn ar v I cD CN N cn I N I'll') `v fT rn 0 00 rn i r7 rn 0 00 LO LO O I M 0 I CN i I ra CV I v Cr LO rn 0 J 00 LO 0 I r") r- 0 I i v 0 fT cn 0 .a an an -Z` FU- rh N O v a 0 0 c c J i 0 v J 0 LZ r") N 0 L lii 0 5 r4 N 0 N r� LO ci v 0 Y rn 0 IY IiJ v' rn OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR M TOWEL BAR t -- o m I O m- b BATHROOM 2 SCALE: 3/8" = V-0" 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 & CASING (AT 2nd FLOOR ONLY) i b M 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 20 X 26 18 } X 25 S. H. 13 20 X 38 18 } X 37 S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 4 X 71 J S.H. 1H2 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 a 26 x 37 S.H. '--- 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 37 J X 26 36 # X 25 112 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 } X 62 112 S.H. 26 371 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 _ 52 X 25 S.H. 33 54 X 38 52 J X 37 J S.H. 34 54 X 501 52 } X 50 - S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 4 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" ZO 3!4" PLYWOOD FLITCH HEADER � � `'' DECKING �� SLOPE CEILING TO MATCH STAIR RISE F. FL. F. FL. -� --- � r: rMa 18.1 8 -------------- \ v 17 �� v r 16 15 - 14 13 �� w 12 - CONT. 11 10 HAND RAIL 9 \ 8 \ =� 7 6 5 2x STRINGERS 4 2--- F. FL. 14'-2" L TYP. STAIR SECTION. 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 F. FL. n Z fb DRYWALL 1 1/2" MIN. CLEARANCE r/ i; I' BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS . 16"o.c.AND HANDRAIL DETAIL 3" FROM EA. END. SCALE: 3" =V-0" 1 1!4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET 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. c T-8" VERIFY AC PAD LOCATION OF A/C PAD HB OUTDOOR LIVING b 9'-4" CLG. A.F.F. o iD CONCRETE io 0" 16'-8" 6'-8" 3'-10" 3'-10" 2'-8" d �O 6068 SGFD °' ~ oo ® ® ■ ■ 5-S H (` REF 2468 BF 0o I co iD I iD 8'-3" 3'-2" 6'_7" o I O � - DINING N KITCHEN W 9'-4" FLAT CLG. 9'-4" FLAT CLG. Z Z TILE TILE I I 50 SINKw/ I D!W DISPOSAL I I I L J I FLRG. LINE li-_____�__ - 2x8 WALL 8'-4" 6'-0" 3'-8" o 16" CNTR. AT 42" 7 - a, A.F.F. 1!2 WALL iD � CAPPED 1 F UP 2 II 0o N M GREAT ROOM 5 9'-4" FLAT CLG. CARPET 00 14'-0" 7 00 iD CD O PW01 D1 10 GG 11 TYP. S3 12 LO 2x6 WALL 7'-0" 2'-8" 4'-4" b LO _ _ _ `D *NO UPLIFT* Z_ PW01 FLRG. LINE Q 00-J D1 S4 N Z TYP. iv 04 '� H1 U- TILE FOYERN N I o 9'-4" FLAT CLG. 2868 TILE co -.0 00 oQ iD 9'_4„ T.O.M. `r 0 o 7'-4" 2'-6" Cl)°' 3068 BUILDER TO PROVIDE APPLIANCE PROTECTION ? WHEN REQUIRED PER FBC 2'-°" 4'-8" 1-CAR ARAG E 9'-4" F T CLG. CONC ETE ENTRY 60 9'-4" CLG. A.F.F. q N - CONCRETE in 0 r----------------- �d I I I I oo _ I I I I � � I I �g 60 I I TYP. @ I 0 ih r= I GARAGE I I K I LIS ■ S4 °°v I I 'v CV tV CV 01 STONE VENEER 6'-8" 1ST FLOOR PLAN -UNIT-C 1624 SCALE: Y4"=1'-0" LO I L 18'-0" j 3'-0" 12'-0" 0 3'-0" 2-8" 3-10" F-0" dp 3-10" 2'-8" OF MO 5 SH MO 5 SH 1 (39"x59") (39"x59") 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" UA +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 0 +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HL SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. 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 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" 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 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. N LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED NON -LOAD BEARING 2x EXT FRAME 2 x 6 R-19 KRAFT FACED FRAMING, BOXED OUT FOR CONDITIONED CEILING R-30 BLOWN -IN FRONT ELEVATION AT THE (INSTALL BAFFLES AT EAVE) MIDDLE LEFT UNIT ONLY GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. cCV3�l a N ( o LIS W a LLJ -L-f! V Ch CZ) -,omK ll- d H C f0 C) ` N -C7 CY L w c s c � = 0, w d a fU T Cr T C E CVW • - 4 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 7lh Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tll W Q O M q N r CV t� � aa1 J Lo li) rn r-- h - L1. W a s Q diM� ur -J 1 Y Ur MC _J UL z a m o _ g_ o 0 M N c0 CO Q W J z 00 - 04 M Z U G H N 0 o� ❑❑❑ ZLL 2 W N O S a N U) 0Ln ro 12 r} U O o IIN^ f6 c� w t 8 U � 3 ti 0 a o z� C 6(0 n a rc Z w j n3 � Z15 2 W p `C, a 3 q z co 7� ¢ <. J IIIIIIIIIIIIII o Cn ID F 2 0 > 00 c ~ CN W (D M��� ` iN � 0)LL V JJ LC'> a T E T r 00 c v) r �- O LO M M LO n CV 00 C°h) N rp 00 ai 1 M M O d Z cc Z E T� y cc a U � ¢ p JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 4 I LLI i 1 1_ I E I I 1 11 i= -'—' I l I - I I J I 1 1 ti 1I c c c 1ST FLOOR BUILDING PLAN SCALE: ),4"=1'-0" cV7 N O N c c a " CS w C m N X Cn CV L yr' O M N Y a� � 3 � � C a to T. Q N c !_ c Q, U •,,���S111fr1dF! i'P ���rZt�r r df`4 I�f ,�\�`�• AA LL rj `-' ;Cx ti S, To the best of the Engineer's knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. . a LU p o p M V N_ V N O C J 0 1 N LL LL di d1 Urc-n r W vv ,a u- a 13 c u- z Z ztLl (i Y 9 o $�p� cFG Z LL UU=ZV)N C]- U0'u z_ Z O U ❑❑❑ W c7 VI roow U) (� N r In L v O 4 n LL V LIJ co •U r� M O it VCn r y f6 N U c w Ja t 8 I S U N QL_ 0 LIL a E= V n n C6 I--- R7 _ w rr � O ri r� Z Q0 ru U:) o q ID z 15 8 =O m y LL a� ch n c O 0 00 U cm rn N � � r L a) 00 N co (a LL T CL E T 60 U) m U O (0 LO C QO r` N M C) O M N c6 T M r r ui 1 M CM L o Z M Z E1� y c a.0 -i Q O JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 5 L I I — — I I I — I I I . IL I I I j [I' -- - I I 11 I I .. I . —1 - I L " , — I I I - 1 1 1 1 ! 1,1111 1 1 !i I 1 11 1 1 1! 1 11 1 111 11 1 — — I --L--1 I II - 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" tvJ C-i C= C%j C'4 W LL- Cn C= 17 C'4 E 03 ci QJ W z V., N' To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Force Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beating Engineer's signature and seal. W c1r E C14 C� 6 C O'S u, 0) a- Lu L LL V) Z 0 13 z C5 0 Z) CO M LLI � 0 < W U) c� r- z z Z�d 0 �y ILW M z 0 = 0 U) a z 0 %2 N Cl) C" V) M .2 L W, 0 VN 5 COC=) Lj- Cd E 9 Z a> ZcQI 8 lz �- WNW la 8-3: .2 0 d) > 00 M C.0 00 CV M LL Ln 60 C0E L) ca -T— CIO 0 (0 I? co U-) :D 00 C:) 00 c1t) < (D LO c.6 T— CV) E LO 0 ca z E T— M E 0 0 13 M () -i < 0 1 CU -j JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 6 v+ v 0 I N co i cV t"•7 v v 3f 0 rn i J 00 LO In 0 I M n 0 I r� / I co d CID cD I CV M F- 2 v v 0 rn i M 0 J 0 I LO LO I M i v v cn 0 / c 0 3 C__1 CD CV CL E E O v` c c J / c 0 p 0 J a� LZ CV 0 c'V LO 0 0 a M CV CN in CN Q w_ �a m FIBERGLASS SHINGLES T.O.P OE 1 It 6" I i HIV v I It Ala v ; /0 �c CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 B KEYSTONE DETAIL SCALE: 1/2"=1'-0" _I T . - I_ _T_. -T -- - 7.. TT -r_ ;-- - iT I : I_ _1- 1 I II- J 1 T T' - -I r T,T [ , r 1 - I _T ; -T-, I !. ,. T T'�- I rli I I l I I I , T-T T I J _l T I TI-T -j I T T 1- - -1 �' ;_ TT r (_ rT TJ_l L_..T T T I r I_ 20"LOUVER II ! �- T- rl 11T1 i�Tl_ i t _l _ -T .F=--�4(/�Ifiitltl-------- T -LLI� r-LJ -------------- --r-- -- --- I I --- - s� I - -- . I - I MEN MEN ryF MEN wit LEN no B mond MEN OMNI o Z MOD 25 SH 4 Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o Z T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH - - - - - - - MOD 25 SH F.FL. -- -- 16" BAN -__-__--N�---- -- --N�-------------------___------------------ ------ - -------- -16"BAND - ----- -- - --------- --- - I i CLG.HGT. -- - ---------- 1 ' [ 7 I . 1 --- - --- -------------- � Lfi !-T 18 E � ;- --- ----------------- - ---- ---- _._....._ s - - TEXTURED FINISH TEXTURED FINISH e --- --- - - -- A! FF11I I �� � ;� I I I j ��E—ILIF— F-I 7:1=F—171 =LjL_�7 Lpj - �1iL0 F.FL. - -- - -- -- T-- 7 --1 -- -- - - - - - - -- -�-- ---- -- --�� -- - - - - UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 null uui 1i i I01101 � � uuuu tvoo vvvrc -r 8'x7' GARAGE DOOR 3 UNIT-C 1624 12 74.0 FIBERGLASS SHINGLES A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" - T.O.P. HDR O 0 00 0 0 0 - c MOD 25 SH 4 Z 16" BAND_ F.FL 1 I - CLG. HGT r - - - c F7_ L7 - lF7 (D o - [ LJLI I I I I '. --- 0 - -----��-- -- -- F.FL UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" I I —,- _. IT I 'T I I I I I I I _T I T I I I I I I i I i I � ,r ! I I i" 12 I, I I � _ I _� T` I I I I I � I I I I 12 4.0� T TT T T r'rI l _I-- i.. - - — _ �4.0 i T'T - I I r �I 7TT_ I I r T I 1 —'_� - T 1� r TYT � r TT h T r T I I I I T i T I I I I f I I I I I I I r i I � � I 1 I , I ,_I'7 T , I I I I I I I I i 1 I I I [ I 1 I' I`I T, I r I r I I FIBERGLASS - ' J I - - - _- — _ FIBERGLASS T _ _ _ _ _ r T 1 T T I l T - -- I r A-`. T �- I r T I-' T !` I -r r" �� -___ _ SHINGLES SHINGLES -, I T T T i T _L- %_ -! -'—'- -- -rYr T 1 - - - - - - - - T - T-T '-i 1 i' -1 l -fir T T I I I. L, 1 r T T T _, _. I -T_ _ T_ I- -I I I .I J. _ F T _ J 1. i l -- - -- - _ I - -- - - - _. -T - r-_1 — - - - 1 T 1 T T i i l T i f I I t' T r- 7 I� T I - , i 1 � 1 � I I r T� I 1 : i 1 1� 7 T T� I I 1 I I i 1 I I � I l I I l l i I I I I 1 I I I I I �' I i [ J T� T T i i 1 i I I I I I i I I I I i I T 1 i T� 1 i T _- -- -1 _ _ _ -_ . __. _. _ - - - - - - I - _ 7 , - I i , I 7 I I I I I I I i I 1 1 � I L I � l y I I I T T' J I I? l i T T I 1 I 1 1 1 J i i I i I I I l I l T I J T I-. L_.._._.;. r-- t i t 1 1 —..� T I I -. J- I T T-- -r - - i -r-I . - I i T.T --T-'- - f - - ---- - r — -- - — - - — -- - - I T � i I -� T — - - i ..T r..... _ I I I i -. _..�... .- T - -r --i _r .i T T I. T . T T I I I l I i i i i I I i I i � I I I i l �I I I A , T _ . I I L - _.- - - — - - - 7 T 1 1 I I T I � I I � I 1 i I I I i T.O.P. - - - - -- =�-- - J - - - - - -- -- T - T.O.P. HDR. - - - - - HDR O - - W 00 7 MOD 2 H MO 2 H M MOD 25 SH M D MOD 25 SH MOD 25 SH 5 S MOD 25 SH MOD 25 SH D 5 S OD 25 SH o Z MOD 25 SH MOD 25 SH - Z MOD 25 SH O 25 SH (V I T 1 1- I I T i--.. 11 I... I i i.. i -I_ -J T —I ____I_ -_J T - - -- - F.FL. - ---- + i t f �� 1 1 i + r, t r +- + -, -I --t -,- �- + I :- �- - -: I � � --� i--�- t I I -r -� � -t- ,- t 1 t- � I ! , I 7 l r Z I I I I 1 I I I I ! I _- � r T I r � r I T r I r r L.. T ! I I I � I� T T r. T T' Y i. I ' _ -. - -- - - - - -- - - -rJ T - - - - - - - T - - - T.O.M T.O.M. �, : � � � r � � � � � � r I � I , ,- - I I � I ,_ �_- I I I , -- - - I I TE TUBED T� TEXTURED TEX URED FI ISH FI ISH FINI�H I I I I I F.FL. - - -T -- ---- ----- ----- --- - - - - -- Ffl_ 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 UNIT -A 1532 6068 SGD REAR ELEVATION - STANDARD (STD 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. Lxterlor 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 beinstalled 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 r vent the entry of water into the wall pp edto prevent ry cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing Pshall comply with AAMA 711. All exterior fenestration products shall be sealed at he juncture wi h the it in wall with a sealant complyingwith tt building 9 AAMA 800 or ASTM C9 20 Class 25 Grade NS or greater for proper joint expansion andcontraction, ASTM C12 1 AAMA 812, or other approved standard as appropriate for the a of sealant. PPtype 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 porches, deck exterior r r stairs attach to a wall or e o s o floor assembly woo of -frame construction. d • 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 N ul:a� o o d �` - J CL_ s F_ o N E � 3 � a d =duo V,CU c E 0 LU To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M Qo E N O C,) r 8 N N � V o c 0 �__`° tl LL 7 � � � #0) V) u di �CNiv� LL o_ a Q :_JLL a Yin cj Z rn p O r m o O oo �. 7 ftiN O m W Q W og^Y dF m Z 10 ILN c Z 7Z O T 0 0c) ❑O❑ Z W (r) M N fh IN Q rs M = ID C1 4 a--+ --J r) f6 �L O �N U) 1L c - t 8 I -L 8 �® W sr ti M M J L.L i= o 'I a E_ 0 u - on m H- r0 a w u o O [- O C c � R d fY _ fO O i- r R �w C m J Q� W ,0 i� n_ o K m x nLL � O Qa �tl a T c 0 C 00 N U (a ai rn �-� CV N 0 ` O_O C 4 (0 LL rn IM CL T r- S CO M T VTJ T ^ }+ CIO c1q H O cD Lfi M co Lfi C N 00 00 M CDLO O GD r cD CM M to o Z M Z N E cc U a � Q 0 � JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 7.1 r I I I t J t rl 11 11 I 1 —J_ - -I- - - I I L- 1--- i I I I 11 1 111 1 1 1 1 rn I to N cD I N Ih x v v- 0 00 rn I� rn 0 J ao r\ CD 0 I LO CD 0 I M i I N CD I cV LO LO in v 0 rn rn J rn 0 I M Ln CDf N / v 0 / v� c 0 tM CV 0 N v f2 E F2 a� E 0 c J / d c 0 v J a� L� r� 0 cV rr� rn ai v 0 0 a N 0 N Cn \ v 0 ]C 0 w ¢ m 0 V) 12 0 FIBERGLASS _ 1_ i �T_ J I_ I T 1 _ SHINGLES I 7 L J _ )_ _ � � T — T - 7 i 1 —f" r. T I: _ r �� �T - i T_ . _ I I I _I ��TT �-- � I 7 F T ?- 7 T TTTT T T TAT - r 1 1- l T — — I — T' —J_r __ T— I T— � -- -- ---I - --- --I- -- - - — --- --- T.O.M. - ----------------- HDR. - -- - - - - - - - - - - - - - - - - _ o TEXTURED 80 13 SH FINISH 13 SH 16" BAND - - - - - - y - _ - 2nd F.FL. T.O.M. _ _ _ CLG. HGT. _ T.O.M. HDR. - AT GAR. 8" FRIEZE BAND (o TEXTURED p FINISH o 00 00 1 co — v v 35 SH 25 SH 25 SH o 0 F.FL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - ----- - - - - - - - - - - - - - - L__ - ___ ] LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" T.O.M. HDR. 12 4.0E- I I I i - —. FIBERGLASS SHINGLES 00 1 I ' r i h - __J T_ ? _ I�J�I-T T I [C f7I -I_7 _T_7r-1 1 1 i I I J, I O - 50 TEXTURED -- CO 13 SH FINISH 13 SH 2nd F.FL. 16" BAND `l CLG. HGT. — --'--- ---- --- --— — — — — — — — — — — — — — — — — — -- -- — — — -- -- — — — — — — — — — -------- T.O.M. - _. AT GGAR. AR. HDR. 8" FRIEZE BAND in - o TEXTURED °p to o FINISH 00 00 V � 0 0 25 SH 25 SH 35 SH F.FL. -VV RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = V-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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS 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 <W2 N !U > W CD 016- a� o C^7 C � U N �LLa a d y a c d N Q '-.- 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. N E Lo 8 _ m N n L J - r h 0 J � cN.� � u' a a a a U_ 4 cj LL Z c 0cc o ,3u) Z cc L t°o� . S p 'cc Nc_O co w Q W O�N2 Q 3 z _' It) OD uN Z ;Z�U 2 M N Q U to H OU ❑❑❑ Z W CD' N V) 3 1 1' U a pa O LLI O V) c� g II 1. i J E A d ui CD 0 44 M M � y J Q E C, � 41co O E V ri 1� i > wo rcy Z ro m` !Y Zcc cc� no_ 8 � 5 V J W CELL °C� 1 z o M an U oCD >� U rn N L ` OTO (m LL MCV T_ Q itl E T 60 W o U r m �— � 4-1 0 tp ILO �--' M co L It-) OO M CD M 04 L1'� CU T'— M r r y Z 1 M M n o Z Z E T m co c d U � Q p c � JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 7.2 111 1 1 , , -- I I I I 1P II' 1 11 - I I - I I 1 11 1 — I - -- I t— L I I-T ILI I!, 1 111 it InIll, 1 11.11 P. IF! I I I ] I 1 11 1411 I III I R 11 1 1 I_.___ I CD cu -M LLJ C= C14 LL- C=1111 ILIO (= V) D CIj IM- La (A cm ar Cv a) E 1W cz. cu. ;II C) 0 Vv • CA 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. E S 8 �! '-D C-4 CX W , Zg W 0 (D , LL . ,:3 -Y I lJi L " uj C=" C') q U� -i CL u- z -6 0 cu C r cu 0 M 'NNO W Uj 0< 0 r- co (D CP z z LLz 0 W U-) CI4 Z L) X CI) 04 L) toF- < 6 d El El z W M Cz u- 4-1v, 0 V) ru C-- E U C-- U- 2L E E 0 Y CU EL 8 E C.0 W ra ,� U:) C ar; �• mu oLL Z C� M rcp 00 M 1171*4 00 M CID (n LL Ln =3 a- E Cj) 60 7 .2 CU L) Cy) M Cfl CY') C14 0 (D L0 17? I (e) L0 00 r- C'4 00 C) cv) (D U�) c.6 T— CY) E coy Lf) 0 M z E cu a co E *6 -j :2 C: JOB NO 23-05713-05718 SCALE : AS NOTED SHEET NO. 8.1 1 11 1 F III I I —. __ __I I _. 11 I 1 I III III . 11 1!, 11' 1 II 1 II 1 11 1 11 I I I I I I _-1 11 rn I CD N CO i N _ I— v Cr V) 0 .a Ib rn i Ih 0 J m Ln In O Ln I` 0 I M I co N CO I N rn In v v N Ln Ln rn Ih rn _m n 0 I M n O I N / I- 0 Cr 0 Q' c `o r� OC) N / Q_ ai E 0 0 c J i c 0 0 U O J a� i.� C14 0 N \ L7 ai 0 CD 0 M c O In \ ai 0 0 ]C (n O w ¢ m a� v N SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN - STANDARD (STD) & LAKE THOMAS._.(LT) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOP CAPACITY FASTE^Icoc SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6- 16d x 3112" HTA20 A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 10 -10d x 1 1/2" 14-16d x 3 1/2" (2)HTA20 B HETA16 1810 9 - 10d x 1 1/2" HTA16 C H2.5A 700 615 _ _ 10 - 8d x 2 1/2" RT7A D H3 400 365 8 - 8d x 2 1/2" RT3 E META20 1450 8 - 10d x 1 1/2" _ 14TA20-18 F HHETA20_ 2120 10 - 10d x 1 112" HTTA20 G H1_0A 1040 1015 18 - 1Old x 1 1/2" RT16A H FGTR 4725 3400 w 1 x AN (2)112" x 5" TITEN HD ANCHOR BOLTS RFUS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT45 K HD3B * 3130 3050 5/8" ANCH.I (2) 518" STUD BOLTS TDX2-TZ L VGT R/L 2225 1600 (16) 114"0" SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 P HUS26 1320/3280 ** 1150/2780 ** 20 - 16d x 3 1/2" HUS26 Q HUS28 1760/4095 ** 1480/3520 *' 30 - 16d x 3 1/2" HUS28 R MTS12 990 850 14 - 1 Od x 1 1/2" MTW 12 S VGT - M* 4940 3555 "x ' D REW 1) 5/8" ATR EPDXIED w/ SIMPSON SYP SPF 1870 1730 9 - 10d x 1 1/2" 2430 9 - 10d x 1 1/2" 1870 1730 9 - 10d x 1 1/2" 630 510 10 - 8d x 1 1/2" 345 305 8 - 8d x 1 1/2" 1625 1495 _ 9 - 10d x 1 1/2" 2375 11 - 10d x 1 1/2" 1025 900 _ 9 - 10d x 7100 CREWS 4) 3/4" x 6" WEDGE -BOLTS 5/8" ANCH. /(26) 10d x2.1/2 _57_95 3295 -- 5/8" ANCH./ (2) 5/8" STUD BOLTS 1050/1080** 840/950" (8) - 10d x 3" 2045/3400 1640/2990** (20)16d x 3-1/2" 30d -16d x 3-1/2" --- _2950/5090 965 810 14-10d x 1-1/2" T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"4" TITEN HD (2 PLY) or 5 16d SINKERS a FRAME U MGT -M^ 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET' EPDXY MUG715 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY MGT F _W V— (2) LGT2 4060 M 4080-F 3500 M 3510 F LUGT2 3310-M 4040 F _ 2920 M 3560-F (2 PLOY) or 60)10d x 3-114 SINKERS @ FRAME 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 (B SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD (+) OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Ell STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 1 O - A) SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR Cl CONT LEDGER F0 on , iE 00 E3 un Cz Me r CD 0 CL 0Lo 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT < 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I O Q SHINGLE: Y16" EXP. 1 (24/16) or'Y�' EXP. 1 (3�6) ,, r TILE: '%32" EXP. 1 03716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6" x 0.113") NAILS 3r 3r 2, WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2Ya" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. c IC�'7 0 N o� �c o y N L ]C to �•w� ics � ,v .ra � G ,n c o okOFESSION*� 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 - Resitlential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. M E S `46 C 94 � J 0 7 to dO r/J 04 0 2 _ o 0 c p �' ' 7 � UNIT -A 1532 , UNIT -C 1624 1UNIT-C 1624 I N CID i N M Ln a� 0 N 0 0 rn 0 r— rn O I r'n r` (n 0 I rn N i I co v cV cD I CV LO Cr Ln x O N r� rn 0 J Ln 0 I _M rnLO a I M N 0 U) O Q� c o` M N 0 N a a E 0 t- 0 `v c J a 0 �o 0 _J CID L� rh N O Ln M ai 0 0 0 Cl- CD N a> 0 0 ]C Ln O Qf w m a) v cn SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 - 10d x 1 1/2" 6- 16d x 3 112" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY _ 10 - 10d x 1 112" 14- 16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 112" _ T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or 52 16d SINKERS FRAME U _ MGT -M* 3965 3330 (22)1Od x 3" w/ (1) 5/8" ATR w/ 12" MUGT15 4240 3730 (28) 1Od x 3" (1) 5/8" ATR w/ 12" W M_GT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060 M 4080-F 3500-M 351 0F �2 PLY) or (60)XSINKERS 10d x 3-114&SINKERS @ FRAME TITEN TURBO LUGT2 3310-M 4040 F 2920 M 3560 F SCR1 SCREW -BOLT (orr (64)'10d xx 3' @ FRAME "X" HTS 20 1415 1215 (16)-1Od x 1 1/2" HTW20 1355 1140 24-1Od x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12- 10d x 3" SPT24 1090 12 - 10d x 3" r HCP2 590 1 510 12-1Od x 1 112" HHCP2 680 1 595 (20)1Od 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 03-14-22 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 (B) DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") (A) I OR 2 PLY CARRIER lel- 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT (B 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 w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD (+) OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 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 1 R 2 PLY CARRIER (A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CS LLj x CONT LEDGER CD W 7 E3 0 1 ccro , -!00 co Ln P EIS SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft 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. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/16) or 1%2" EXP. 1 (3�6) TILE: 1V32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" 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. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS LT SCALE: %4'=1'-0" CCA 09/24/2020 a=4ft GABLE ROOF > 20 TO 45 DEG. e.7 N 0 (B) DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") (A) I OR 2 PLY CARRIER lel- 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT (B 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 w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD (+) OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 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 1 R 2 PLY CARRIER (A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CS LLj x CONT LEDGER CD W 7 E3 0 1 ccro , -!00 co Ln P EIS SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft 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. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/16) or 1%2" EXP. 1 (3�6) TILE: 1V32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" 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. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS LT SCALE: %4'=1'-0" CCA 09/24/2020 a=4ft GABLE ROOF > 20 TO 45 DEG. e.7 N 0 N v 11-f .. _ _ _•r-t� 7 W C � 0 may' C l9 C.� N in m o N t (n y o w � N Y S E c aU �sS ra � c O s; � p c R � .1 U i 4 �F l.0 � Y4f' o'�UF E gSIO�y // 7I/lillilillt't��� To the best of the Engineer's knowledge, information and belief, the structure) 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. � g of S N V N O C J M rq�ra y� M o a n. v tl Z z C N 'It0� O O � )2C,o < m W Uco vL o LLW u I t I I I I 1a t It " _ 1 , 1 1 I � I 1— 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.WEATHERPROOF DUPLEX OUTLET P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $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 EXHAUSTFAN ;QI EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) kD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN G3) (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I LAV 1_ W/C SHOWER 3" R JIL I I I I I OPT. I LAV LAV -U W/C SHOWER —3" Ana F FAR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (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 OTHER LOAD WATTS 0 OTHER LOAD WATTS SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 0 0 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 O ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i '� �' WP GFI \ GFI 1� 1 IGQI I DINING7"p KITCHEN) I (�I 1 FI a raE-� - GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M � r1 \ II \ I \ I GREAT ROOM 1 /,>ROUGH -IN\ FOR OPT. CH <i�fi%>FAN/LIGHT r� � ' I / I UPSTAIRS I / 1 / DISCONNECT -�-=-- I FOYER G \ GFI @ 44" W.H. A.F.F. 1 \ O I ENtRY I WPDB I GARAG E LIGHT AS b GFI I I PEAT SPECS DB&GFI TO BE ALIGNED GARAGE VERTICALLY LIGHT AS PER SPECS GARAGE \ODOOR I GFI Ii--------------- I ILU I I J I 77 �Z Optional Overhead Service 200A \ W �F( Q. I Same As Underground Indoor Panel 1-- fJ LU Q 150 Or 200 Amp Service Center \ Z N U O aC NEMA 1 \ W Q LU (� I 200 AMP \ cr V W WOE -' I \ >DW I ETER MA N \ 1 0-200 A P Serial Cable NEMA 1. COACH LIGHTS 3R OR PREWIRE AS Power Co. Feed #4 Solid COPPER Ground PER SPECS 7 Intersystem Bonding Termination Per 1ST ELECTRICAL - UNIT -A 1532 NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart SCALE: Ya"=V-0" 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. 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. F -- — 2ND ELECTRICAL - UNIT -A 1532 SCALE: 4"=V-0" ear c+M o Y 0 o (Li1�7 C � U N O- fC O �- N a> � E t c d oC '' tv c0 d 67 it C p tea• E �o 0 a d C'M N O N 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the shuctural engineering portions of the drawing pages bearing Engineer's signature and seal. i to Q g of N 8 N °ro dr ac C1 d J G yam+ > tC') a0 LL LL (n M Q 04 0 ° a LL a to —��n �; o 0 2_ {o� 0 o ujj Q to W LL Z d J0Z w MZ0con F- z O o, F-I I W U r N Z � as r M 1V) U LL rI i--t vj V 0 N $ r__ N �N U) uj J Y `T.. mI C) o s o0 0 W 5 CD E u ❑ �E a� a00 Z C0 ru C -O C L, me 14 Z m —j N t_i 65 o N r- 0 0 B >00 N U co 0)�—, P M CN a) CD F- C0 T— CV M (� IL C3? LO !� E r M 60 W m co U O H O CD L0 N 00 O O O < � (0 co � T M M N U') o Z ca Z E T to d o U D ui Q p JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 11.1 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 Fff DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg 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) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH C`/'? G J ROUGH -IN FOR OPT. CEILING FAN 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_ _I I L TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT. LAV ILAV I I ti W/C SHOWER W/C STUDOR ~� VENTT DBL SINK W/ DISP. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (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 3" C.O. DISCONNECT ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i WP .m �� II 1 DINING KITCHEN 1 1-0"FI 1 — —J GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM ^� /.^TROUGH -IN\ �yf FOR OPT. FAN/LIGHT 1 I I � 1 / `S 01 • NTRY IGHT AS e GFI ER SPECS DB & GFI TO I BE ALIGNED I VERTICALLY Optional Overhead Service 200A / Same As Underground Indoor Panel 1 150 Or 200 Amp Service Center C _ iLU F" NEMA 1 200 AMP Z W ETER MAN S 1 0-200 A P Serial Cable 0 NEMA 3R Power Co. Feed ---_ , #4 Solid COPPER Ground Intersystem Bonding 7 Termination Per NEC 17, 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. I I I I I I C.M 1 UPSTAIRS r GFI @ 44" ` LW. A.F.F. 1 \ 0 I \ / 1 I GARAGE I I GARAGE LIGHT AS PER SPECS GARAGE O DOOR GFI r — — I — — — — — — — — — — — — — —r I I I J I I IZ Z I IQ d I I0 Q I Ij U I IT W h r�r I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT-C 1624 SCALE: A"=V-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: Ya"=1'-0" 0 cam+Zia O Cad CL u p m X N fU C7 r1 N Y 01 d C1 � 61 C E r- d E 1' ti E o U n CM O CV m 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 r 0 E S N N 0) G J '� " u- 7�COi M v a 2 c U_ a u- Z z 0 o W '0�`° co J m W rn�a'� J w Z LL 00 LO 3:o M Z G a N U 0 UUU Z Z W M N � N M A o V 0 f6 w s � Jim 0 — M g : C) t • yw `) r. Q C M Jrc Z Q U_ R3 E ?_ a O E U �z ❑a r0 7u ". � R d Z xLL Z�� W ns LLSa q� M C O 0 .N > 00 ~ U ai rn N 0 Cfl 00 CN L T T Q_ E �— CT 60 'vca , 2 U co C4 F— 0 M L O r co LO C 00 M �O � ILO r C� T— y c 1 CV) (1 0 Z Z E TT y c cc a U _j Q 0 JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 11.2 Ra o �... N Ln c > W CLLJMJ o 11 Q U [y N N L _N Q � N CL N 67 a E c s c a� o C l'L U O M CV O CV M O To the best of the Engineer's knowledge, inforrnalion 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. to W E N n 4 CD04 5 0 0-9 M r- r u. w a d M V a a) w LL LL W J �Z$ � Z 1 3 z N- p X 0 7 N N CO_m J Q W do co J w = u�7 N Z Q O Z en IL a N OC) ❑❑❑ Z W CD 0 ¢N¢ O Q M NccO 0 �u C_ (:fin') C n 1\. C/ N O see r_ N w M O LL N i a U �� ca 0 cD E 0 L z m J m i in W S µn �, r o o �n c� V' old o C O O .y >� 00 2 L) U CID rn m r� CN tU OTO CV CO ILL a� LID t� CL r C T CID 00 VJ ° U m �- O CD LO +-r M M L0 OO M N O7 Lo c6 r M T m M Ln o Z Z c N E r E «? c m a D U -j Q p c JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 12 _ I I I_ _11 t I I 1 LINTEL PLAN NOTES: ° `�• °,�' -°� ° p01. THIS PLAN IS TO BE USED FOR STRUCTURAL o ° _ INFORMATION ONLY. 8F8-1B/1T 8F8-0B/1T r� - 8RF6-OB/0 2• UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE O - TO BE ASSUMED TO BE 16"MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 0 0 0 ° o `_ o o o - BETWEEN THE LINTEL &THE BOND BEAM SHOULD BE 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O ° '-- ° 0 n o 0 0 0 o COORDINATED WITH THE ELEVATION DRAWINGS �rJ 8F20-113/1T 8F20-06/1T 8F20-16-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR U (H� 8F24-1B% T 8F24-OB/1T COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM O DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. < < J�QT=< 0(� TYPE DESIGNATION -#5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" Q R = RECESSED CLEAR QTY. OF #5 a _-REBAR @ BOTTOM ° _ OF LINTEL CAVITY J _ ° ° 81-16— B/1T N oo J = ° ° o z ° - - -GROUT tNOMINA L QUANTITY OF ° SREBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP Ev LINTEL CAVITY NOMINA BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) Ic precast lintels = 3500 psi. Pc 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. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" 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 vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load — I ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D----- - 1-1/2" CLEAR a` J W LU C.M.U. ip cU � nQ0 0 m SW WIn J W W n0Z �WIko N �o�' o w - !n -- -0 - - #5 REBAR AT BOTTOM G O M MIN. (1) REQ'D ULLI-a _ --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 cementitious coating. See contractor specifications ON POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION SYMMETRICAL (�) (�)(�) MIN. MIN. MIN. — - - — 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN_ SCALE: 3/16"=1 °-0" SYMMETRICAL s� cV � W c eaw� y 10 O >✓ N t y OJ O Q N Y =d '! M Vl Q c E m o 2 U O `J `, •� S • fV 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 a E S �8 V 6 C J 0 �� N"LL iIi I» n h LL W P EL a Q aj V 2�2 lL C -J LL II^^ 13 V LL 55 Z — r m 8 S = - ra v O o L S M m W Q W 7,0N(p JLu Z IL N (h Z � (4 t Z Ov ❑❑❑ W L� M n � U0 a o s M W U 0 un r N� a 1 T U _= E U n as Kl4n a w ZE� a m -. Cn ra C ,) Z Ch xW �J CS Z, w (J C O O W T ly Q� U co i rn m `-� CN N CD F- � L � C0 M tQ L L) QT LO T Q. E r r 00 m co V T Cr) cD LO 00 N 00 0 coZD O (M Cfi r M T-- r L 1 M CM i6 LO o Z z E r E N � cc a U � Q p JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. L 1 Cn 3 I cn CN N co LO N rM `o N 0 Q rn I M rn 0 J 0 I M L0 0 CN rN I c0 N to N o- Q rn I rh J r- LO 0 I PO r- Ln 0 I r.-) v C cn 0 v� C 3 to N 0 C a F0 W E 0 `v c J 0 v V J v LZ rM 0 LO ui 0 0 0 a M cV 0 M L0 ai v a Y O LUJ m aU a NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3,1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + ROOF ILL TOTAL DL + FLOOR ILL + 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. 2" 1 y2" 3 4„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF V 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 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'X 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 = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4. 7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/sprinkler systems including all risers and spay heads shall not be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - 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 T-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. eW2 ca a,� o C� f0 N co m x N fd p d, O <O 4 N Y a� o Q �..b Crw " ' 3 R1 ^) Vv 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. WM ll- a 'p E S N - M �^ C) N co, I, 0 Cgs 7 � OD tp � V0); LL 01) N rq F- r-L ° LL w �rNiaO50 0 z L 2 Q W 3 '@ r- m J Q J ILW(30 r��pjz w N Cl)Z 00 O z od ❑aa W C9 M M arms grow V, z o C1 W (1) _o w O g ry N r-- 0 c� w � S r r_ C O o to w (6 E `} N E o� a � n7Co = wo U y T w � U Fpp O a,. � oa n- j$ c C:)0 .N > 00 _ U co rn T r� Nca L Oro N CO 0)lL T T� ❑.. E T � M 00 U) (0 U r Co �- O cp LO M CM LO 00 N 00 CD O a) Q LO Cfl M C= y Ln o Z ca z E a U ° 4 a JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 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 II II II III I I III � II II II II I MAX- 1 I I I I II II II WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r 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 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION 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 L I HOME H C G GARAGE SIDE O O O 5'" Q -0- 10 c� STUB -OUT FOR O 1'-0" = o GAS METER ' � o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-T (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS Ti X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.811.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 ,,wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x -_ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber N.T.S SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack Non -stacking walls over squash=20 blocks and I -) require additional wall or beam below.* consideration. Check local building code for appropriate 1116" : details in -One 10d box �i areas=20 of high or=20 sinker 1' lateral load. nail each side at bearing. Provide t o de adequate a bearing for each lapped joist. Squash block 10d nails (2x4 minimum) @ SECTION INT. BRG. WALL - Bearing wall, Versa -Lam LVL or N.T.S. 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 or drill flanges FILL CELL rn w CONT. #5 STD. 900 BAR HOOK STD. 90' HOOK BOND BEAM SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 — BAR 2X TOP PLATE 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM STEP I BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN CONT. BASE PLATE SEE PLAN FOR REQ'D COLUMN AND 1 ", ' .;,,--PLYWOOD FLOOR SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI `MASONRY WALL OR I INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH i # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. - - - Web Stiffener Fastener Schedule - Joist Bearing Location lr + li Series 1 Depth End Intermediate 1 f % 2-8d 2-8d BCI 5000s� 11-7/8" 2-8d 3-8d it 14" 2-8d ; 5-8d Clinch nailsg_1/2" /� R 2_8d 0 2-8d - - when r' 11 7/8" 2 8d ��14 3-8d possible ^iBCI BCI 6500s2 8d 5-8d _ � � 12 8d �_ 6-8d 117/8" 2-8d - BCI 60s� 14" _2-8d 3-8d 5-8d - Tight fit r 1 16' 2-8d j 6-8d 11 73-16d '1 3-16d 2x4/PI ood/OSB web stiffener 2" min. ® 14" 5-16d BCI 90s 5-16d required when indicated or 4" max. 16" 1 6-16d 6-16d Hangers with side nailing. - - - 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 / blocking and wall or beam below.* When joists meet over wall, provide _1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 1 16" A 1%2' ROUND HOLE MAY q6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1y2' ROUND IN CANTILEVERS. R�xtrnd Wile C>flarnelt n 2 4 a. 6 7 8 $48 10 11 12 13 , _ m � .: 2 3 ; 5 ' 6 $ 1 Any 16" joist Span (ft) 8 V-0" V-1" V-2" V-2" V-3" V-3" V-7' 1'-11" 2'4" 2-9" 32' 3-7' 12 1'-0" V-1" V-2" V-2" V-3" V-9" 24" 2-11" 3-7' 4'-2' 4'-9" 6 4" 16 1'-0" V-1" 1' 2" V-2" V-7" 2-5- 3'-2 3-10" 4'-9 5-7" 64" 7 2" 20 1 V-0" V-1" 1 V-2" V-2" 2-0" 3-0" 4'-0" 4'-10" 6-11" 6-11" 7'-11" 8'-11" 24 1,-0" I 1'-1" 11'-2' V-3" 2-9 3-7 4'-9 6-10" I T-2' 1 8'4" 97-0" 10'-9 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" 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. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D " ' depth I -JOISTS BUCKETS N.T.S. IN SIMPSC w/(22)' NAILS 1 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL . 8 °° FINISH GRADE SLEEVE THRU STEM--` SEE PLAN FOR •• d . • , . • FOUNDATION INFO ` a. a STEM FOUNDATION GRADE REINF. SEE PLAN d 4 d rVV UmAot 4 YVI, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A • •` (WHEN SIMPSON H10A • REQUIRED) w/ (18) 10d x 1 1/2" NAILS - UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION I ° ° d ° a II=1I1= • • III —II' --12" BELOW GRADE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION d d / --- - - ° - - _I • ° d e Z ° • c.>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 d -I _ 1-1 11 1 1 r ° SEE FND. PLN. SIZE & REINF. N N m 0 m CX_ W w f7 O V7 y O f0 .Q N JL: d N d t= L G y O -d a u. i CM 6 ti y C l� C E 1 u 0 J' CIV Ly W JA y.o Sri To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA W Q E p S N O M N Co C J J M M Cn ^ 0 LL W 0 a Q 13 4j cNi � u, toLL (L Y U'- Z o �rn o "m�O Lu W°�O1 nz�Z z LL Oz H N o0 ❑W z W z N M 0 iz- - N F~ 8 �� CV LL 4-1 � Ou pp C.) M w � ° 8 I S L w U � gt C Q 0 • Q J n w E E n E E v s z® rw 2 '1' ra a2 x LL ra H Luj N ZMc m _J WU5�= o� NZ wig t 0 CD >00 N U y rn U CO ('(D L L DO M CID ll CF) CL E Cr 00 w m c C) T F-- 0 0 CN LO M M 1.o E � '0 00 r` N M O � 04 Cfl T M r— y •v; In o z cc z E T N 6 m c d E2 U J Q p J JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. SN 1 ...L_-..I II 1 3 I (V i CV M v V) 0 Q i r'h rn 0 J LO In 0 I r L0 0 I i I 04 (0 i CV Cn v 0 .b Q r%> LO LO J LO 0 I I� LO 0 I 04 0 v 0 0 a rh O v a 0 KID E 0 v J i a 0 v 0 2 LZ GV Ln 0 0 0 r'7 (V 0 LO 0 a Y V) O 0 LLJ Q M m cu J V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE, TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONY. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o O _ ° . P SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM . ���-(j( 7 ANN 0D3161-CLASS ° F, IN — 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING _ VARIES Z77 CODE 7TH EDITION (2020) 8 1 MF RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 ELEV. VARIES 5/8" OR 1/2" HIGH--" STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE 'IS" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—i 112" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31 /4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" t0 6" "FIBERMESH„ BELOW GRADE — — — — \ N O> f• O � ;0 Z C) t+ � 6 MIL VAPOR BARRIER D — ° COMP. SOIL.LU •N- (COMPACTED TO 95%— MODIFIED PROCTOR M7 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONY. 1'-4" 1 STORY ON 3" CHAIRS TYP. ( ) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) I DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0° S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS —j `O.H.D. RECESS z I/ 4" co . j .. w —I[,- SEE A/S3 OR J/S6—``I I=,,LI I 11I11 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR , BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) `SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD I #5 VERT. IN FILLED CELL v N I I I 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY cli 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 112" WWF OR FIBERMESH min. 4" ° ° v GRADE co 1 (1) #5 REBAR w/ OPT. =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —t r-O.H.D. RECESS ° ;0 TT I I 4" - I SEE A/S3 OR J/S6J -IL 1I I—�I I I 1117 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. z 00 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ' V ' I V I I I I I I I I I I I I I 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 TRUSS BOTTOM CHORD OR 2x4 #2 SPF OO .) (OR / (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/(10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 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 A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS i2r�� � 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. 4-31/2" ,If, Z 31/2" MIN. 31/2" MIN. 0 ° , . — I -� --j I r I . I . !P. rO n ° P3 1 /2"(min.)- 4" \ ° q I , I I 1 /2"(min.)- 4"3 1/2"(min.)- 4" — ° • I I r 31/2"(min.) - 4"=1 (2) #5 CONT. 4„ rrr 8. (2) #5 CONT. 4,1- U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALLr TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�Mo1s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH I WEEP SCREED INSTALLED BAR —_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR E #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] O FINISH GRADE — o c 25" MIN. LAP [30" MIN. LAP] -- rfT s 6 MIL VAPOR BARRIER ° ° '� ° 1 _ _ °Q �_ MIS—TT�[ l R 1 7/8" #5 REINFORCING BAR —� I ' �Trrtrr"'t T ttS I AP F;PI 1('.F COMP. SOIL. (COMPACTED TO T 95% MODIFIED PROCTOR ASTM i —�TI=TIT D1557) '!'rrr�i>TT�Tnrrr- T 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2rr 1/2" FROM SLAB 0 J CONY. BEAD SEALAN INTERIOR C •... ., . � � v co EMBEDMENT NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 00 C1) 6 MIL VAPOR BARRIER 41 1 4 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W p U CL ° III D w III —II II1=1 (2) #5 CONT. ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH M . t.. rl- Trr 81, I_ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. 53 SCALE: 3/4"=V-0" S3 VARIES I SEE PLAN 1 1 RECESS FOR WW FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.. D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �� ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR � _ _ - -- & LAYOUT DESIGN — — TOP OF BEAM IV SEE ROOF PLAN FOR STRUCTURAL r� ° -co 'G (2) HTS20 11rTrlllrr,—rr— TTL I — I i BEAM SIZE & CONNECTION INFO N a U. 2x4 #2 SYP P.T. FRAMING w/ - — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE E SEE TYP. WALL SECTION FOR ADDITIONAL > > w SEE PLAN FOR STRUCTURAL -N� 6'r•% N N to O _ U-1 Q o ✓ C CC U N CL- N fC O N N L N d d J W E c d C:, � Q 'R R7 � cy L1 c o d �> V t\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q o f S w C J ems+ 0 2 J 7 y� —1LL 0) (n r- r L u. W W to y 04 v " a a Q LL a z 13Z ° o m Lu W @ v m � Ix 0 W 1' 0 Z W Z (7 Z U W us N I=- = O U ❑❑❑ W S n u� U) 0 o c, U OIll g L c NSOL c� L 2 8 S U t8 44 0 M J q �z LL E u w� _ m J A K W o� aka: o M ' � 0 O >� U LLco rn M (V f N 0 00 CV (o LL Ma .— T �- 60 Cn co F— O M cM In C CV 00 M 04 O � ,6 T M r ui w CM M y In o Z co Z E T— U a U -1 Q O JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. S3 (MONO) 0 L I I (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 EVENLY EXTERIOR FACE OF BLOCK VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM - INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ` SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD — AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER y ✓✓✓ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING —� - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K,O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD`, FOR DRAINAGE CE OF BLOCK WALL IS 2 1/4" CL TO DRAIN 1 EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. _Z SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"1 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 U x x SIMPSON SP2 w/ (12)10d �I NAILS AT EACH STUD \�J —DOOR OPENING- DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB77 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. • MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT -- 8„ STD. 90°HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION - -- NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'4- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL) J r k4 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR—�_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR yY TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 3 1/2"- yZ Sic"4 O`L N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM Ir ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP - 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR 48., SPLICE STAGGERED J-BOLT TRACK BRACKET __­ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2 (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U �Z a 2x TOP PLATE `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) • HTT4 w/ (18)10d NAILS (3610# SPF) • HTT5 w/ (26) 10d NAILS (4670# SPF) • DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 2 1/2" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2 1/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 1A 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO Y6P PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLICE MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C C P.T. ATE SIMPSON SP4 SP2 SIMPSON NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10c ST SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 J RECESS SIMPSON SP4 SIMPSON SP4 M. LINTEL 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESSSIMPSON SP4 LINTEL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. v 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /- 2X BLOCKING ----(2) 16d TOE NAILS -� J� EA. BLOCKING 2X8 WALL ABOVE ENTRY -� K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. C MASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. ate. C d -fl � W W o O 7C a N too L y O m � N Y d d � inar -• Q f A�dX3 u W _M� M T E m o c� J 0 i .• P / r `J11 CIA = Q rf_ 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. as W g E S N O M O N N ti N O' Cf �p 7R 0 � � ui J U_ J �rNiv M Q LL ° a J U_ LL a x z Z �0cmv'p0o uj q of piO m Q W d W Z LL co 0 (7 Z H Z N O U ❑❑❑ W (D M . 0 Q: v V) M (-9 0 4-1 - •U c O N ,_L,Ln [� N ca c.� 8 _ s c� o L N 0) Y —0 0 w J m E W, 4, O ua cu " r a r4 a m — z co4 _� :g c u �� Z m J � �n _ 40 J 2llw W`�� T o N, J Cl> M =o 0 E2 > 00 U ro CDQ) T L a)00 I. -IL CNCo � LO T ::3 r 1T CL �— r 00 vJ 01 Q (0 LO M co Lo C 00 r' N 00 O Q NLo c0 00 M r m CY) Ch LO o z z E T— N P CU a E ci � Q o °i JOB NO : 23-05713-05718 SCALE : AS NOTED SHEET NO. S4 v+ 3 -o I CV i N M v c� Ln 0 10 2 rn i 0 J rn in 0 I r� I N I 04 CV i CV M t2 v v- rn i T' J n C> O I M n 0 I M IWO v v- 0 0 Y 3 a M CD O v a E y E 2 `v c c J C O 0 U J a> L� M NO r'7 N v 0 LO hM cV O rh ti 0 0 Y N O i= m v a� v N SIMPSON HGAMI( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 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-1 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9„ BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , 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 ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. 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) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT i DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN • �� TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE � (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF • �� W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS A AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED 16d NAILS W/ (2) 16d TOENAILS � 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 FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES „ @ 112' x 8" "J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odxl 1/2 NAILS AT 6'-0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24 O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 112" 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"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP M " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR - SHEATHING DETAILWBACKNA 1 1 1/ " (2) 16d WOOD TRUSSES 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 410d 8r (@ TOE TRUSS SPANS NA EA10d NAILS @ EA. END ATTACHED W/ 2 - 16d 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 THE2X4 BLOCKING @ 24" D = 0.148", L = 3" OR EQUAL ( ) (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207', L = 4 1/2) OR EQUALTRUSSES FIRST (4) ROWS OFO/C w/ (2) 16d 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) EXT. WALL CONN. @r—D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. s5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT ....... , ,,,,, .............,..... ,.,. .,.0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN 2 4 BLOCKING W/ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w/ STUD 10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS „SEE PLAN FOR CONNECTION t WITH x 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z LU 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 LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6 4' 6 4' & 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" SIDS ^� ^ GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C— TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. �II�I■� NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c d �' --- o 15 r>. r o N t, U N V • C-4 t N �o Q N Y J 3 au E' c o 4 J CC ; cc u a, _ d A 7 � p »` c E E_ ct 0 lllko SIC �• • '� : ; 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. as F Q 3 E S N O M oo V m O G' P. -_ 0000 �rNia� M a LL a a - a � Z JSL Z Z � m c o> O � j'�N rD m Q W ���z�ouZ 2 LLW N � Z � � F O U Z W Cr) 1 •J � U) N N O '� cn 0 In i_A S2 L N to ma 0 c _ M s ... - .� o 12 N • �� 44 o w J - p Ea E ` , = sD o E nz z �0:)o YT zJ A� r'= W O Ala . i c 0 to > 00 i ~ N (D i L 00 M co Lo T_ �••� T- CL E T 00 'VCo 4-4 �— 0 Ul) OD n N M 0 O M < N LC) C.6 T M T- T a> N co M is LO o Z Z E c m I E U _j Q O c JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. S5 tm I cn cV CO I N LO 2 2 v cn 0 Q rn i M rn J 00 t� 0 I M O I N i I cn cce 14, CV to r F_ 0 c co 00 LO r� 0 J t` 0 I M LO CD 0 I N i v v 0 v+ c 3 tR r•M N O i 0 a E r2 0 S `v c c J /i c 0 O J t7 0 M \ LO v a 0 d I� cV O N LO v a Y NO w p ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 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 DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 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) 1 Od @ 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. EQUAL AREAS. FLOOR SYSTEM rER P\ 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 WIB —� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 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 ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 `n FOR MORE INFO w c m 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 o APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. J H- 3RD LAYER 1/8" THICK. LU U_ 11J INSULATION PER �ly CHART ON FLOOR PLAN B R - H —� V:IF S6 S6 ' ETALSEAT 1 OR FELT PAPER FOR MOISTURE BARRIER STD. 90HOOK (SEE DETAIL) BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c ,— N _ ° ° - 44 . M III— I • °. A- .° 6x6 W1.4xW1.4 — A • WWF OR FIBERMESHI °/79 - a .. 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT —ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP wl (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD "_ 9 / 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st 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 ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL w a U) AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE oo I, @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN :INISH "--STD.90'HOOK (3) # 5 REBAR ON 3" CHAIRTTTT'�I I (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" FLOOR TRUSS °P SEE FRAMING WEEP SCREED 4 PLAN '' INSTALLED PER MANUF. r v 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odxl 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR 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. PLATI (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS,( 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 1ST 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 1U-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 v ,III °< a 1 1 1 11 1 1— to ' • w • ° —� TI�7f-7f�!�I�� I I I F #5 CONT. ON 3" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 15/32"OSB �I EXPOSURE 1 N, II SHEATHING x x F PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II _Lu NOT FULL HEIGHT SHEET- 0 Z II II JI G FLOOR SYST M (2)- 2x TOP PLATE .l BEYOND I T�— T II 15132" OSS 1 F I I EXPOSURE r SHEATHING W II II II SOLID 2x rn III C III II II II I BLOCKING @ ALL C SHEATHING 0 EDGES(SEE III OPENING SECTION X-X III C III x II II RW II IILu f x E r _ 2x STUDS W III III II II II BEYOND. III I I I II I II I II II I� I SEE PLAN o O to 11 I_LIEJ_-1_II 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 Ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT � PENETRATE SURFACE MORE THAN Ys". 4 F- ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL = LL = QC 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. w/ 8d COMMON NAIL J Ow LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > 0 6 F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q �r000) uri 00 0 m LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N 0 p MEMBER IF GABLE END N LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' 2x4 P.T. BASE DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE zx RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8"- BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING e c 3/4" S 1/2„ Ir S --1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 A2 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 vFpncnip` SECTION X-X Tom/ SFFp �Ow �N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O SEE PLAN FOR REQUIRED 7 CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL �M S6 P.T. BOT. PLATE p�xTFQj FLOOR TRUSS / Fiy\�'4 BEAM 2x BLOCKING HORIZONT @ 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 C ° r aAp Al V ° a -_—III—III �- ,1IIII _ _ (3) # 5 REBAR ON 3" CHAIR 4„ I I I V-11 I —I W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON 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 00 I —I r � 2 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. C C � o p m a CL_ � W oyLo LU r' a Qn C G N ca N f0 O en o N L d C" �o v E r_ 0 o Q U in ai a. � c E ec p 2 v 0 U To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W .. Q QO �pp o �'� U N a'~D C V ro 0 ,. N �N�� LL a a a 9 u_ a c� �- z z _ f0 °rn 0 0 W )M m 2o,rn W to J r W Z 0 LO 00 [o .. Z 0 W H N 00 ❑�❑ Z W Ur Cr, o 4-1 111 U 0 �, s r i. � p V�i 0 $ • �0 m S� ti M �< p E �01 a ECL u _ nr o 3 a, Z�� O C on Z�� N M' "r m rc p -- c O O .N >� T 2 U (U rn T �--• LL� �-- L L :�0 N Co cy) IL LO T p- E r s �-� � (B M 60 m U r F— 0 c0 1_0 += M M LO 00 00 N O M C7 M 1 N Lo C6 T_ r �— m M CV) C` iri Ltd 0 Z z E r 0- U J Q J JOB NO : 23-05713-05718 SCALE : AS NOTED SHEET NO. S6 (MONO) I L 11 11 L I SCALE:' 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. D 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT 1 I ARS IN WALL I 2x12 SYP BEARS IN WALL 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 (14) 10d x 1 1!2" / / \ NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 6,, \ 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" 'r 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 I I I +-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C-- I 1 tAN DE MOISTURE I \ CTION / ATTACTS OF STAX2 J" TAP" O.C.—ATTACH ALL COMPONENTS1x4 OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / G.1 TOP OF I \ STRINGER 1x4 GLUED AND NAILED TO STRINGER �,S x4 DRAFT f TOP N [ 2x8 SYP DRYWALL STOP I MUST NOT TOUCH G ' I STRINGERS I 2x4 BLOCKING FOR 2x12 SIMPSON A35 \ 1 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) VVMLL / 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 x12 SYP 94� BEARS IN WALL BULLNOSE DETAIL IIIII SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE. 1" = 1'-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , GLUED GLUED AND AND NAILED NAILED--- ' 2x� ' I DRAFTS P I 2x4 PT NOTCHED INTO \ 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ INTO FLOOR WITH GLU NOT TOUCH STRINGERS� L4 INTO FLOOR WITH GLUE — AT STRINGER CONTACT AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ GLUED AND NAILED TO STRINGER POINTS B FOR DRYWALL SPACING H SECTION VIEW _ SCALE:' = 1'-0" 1 "WA 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) PPismo al `"2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1X4/GLUED AND NAILED TO STRINGER -KOR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C —~I NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \f OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ PER CONT / V I 7 (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING 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 ANC @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SE SCALE: 1" = 1'-0" CTION VIEW SCALE:" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW 1 POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING�R 2X BLOCKING PSON MTS12 w/ I 10d x 1 1/2"AILS \D OR 2X BLOING 3fZD / RISN� VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" `"2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1X4/GLUED AND NAILED TO STRINGER -KOR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C —~I NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \f OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ PER CONT / V I 7 (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING 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 ANC @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SE SCALE: 1" = 1'-0" CTION VIEW SCALE:" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW 1 POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING�R 2X BLOCKING PSON MTS12 w/ I 10d x 1 1/2"AILS \D OR 2X BLOING 3fZD / RISN� VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" N 0 0 O > W = o c it-, o f - LLJ m ' LJ V / y C _ lb p Vf O �p 3 Qa a, aw > E t G � 3 � V CS] � C O y G L1 E �o 0 2 U O •' rA l_ „ QNQ C!: U-1 <,17�r ....... To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. 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I CID CV c0 I CV M 0 Cr O rn i rn 0 n I M n C) 0 I M i I cD C1- fV CO i fV r•M v Cr 0 rn i 0 1= C) 0 I 0 1 LCi 0 I v Cr `o 3 Q 0 i v a 1.2 a� 0 0 J 0 U J LZ hM 0 L v Ln 0 CL C14 CV 0 M to v 0 Y N 0 Lj M m W v N DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER[-1x4 1/2" DRYWALL P T TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 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" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CON�*[ 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & �° L END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS('C C SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A EMBEDMENT INTO BLK.) 1/4" MAX 2r-Orr 8rr 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL t � I 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. SCRIBE (NOTCH) FACE OF ARCH W/ (3)1 Od NAILS BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW, SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) B-B fF - 2r-Orr 8rr BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL THRU OSB INTO 2 x 8 EQUAL PER INSTALLATION DETAILS ARCH DETAIL �( 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. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +5^ LNOTCHWEBAT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS LN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'4" MAXE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. B-B DESIGNED ONLY FOR THE SCALE: N.T.S. SS INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING 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 REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. q SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL >1 REINFORCING PANEL SMOOTH. DO NO FURROW. �. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. r 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. k�,ALANT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS FILLED CELL PER FOUNDATION PLAN tR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP) *AS D. 90° HOOK (TYP.) .0- 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 I I ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW— I I L CONT 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT / SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2 X 4 #2 SYP SCAB TO SIDE OF 2k TRUSS AS SHOWN FOR O.H. UP TO Z-6" °�FRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.WM. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 64' D F—: fir • p _T� e GRADE D. p . ► -ITi-� II I Cn z CN •p � C ° (2) #5 REBAR. (1-STORY) 16" MIN, (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" + + �FNOTy (2) 1Od NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR 0 SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QFF QWr-F:T n) Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3r•, - I -V 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB TAL SEAT PLATE TE: f[BOTTOM P SHEATHING TO OF BAND IST TYPICAL DURSE SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/41 112" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID WIGROUT e: FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ." OVERHAN , RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" INISH FLO '► ! � •' ° #5 BAR xx p 10" ° • CENTERED W/ g ► .' ° ,° 9 K IN TOP 4 ° a KNOCKOUT / c.l CHAIR BLOCK 14 MONO FOOTING e SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► •. DIRT ? z STANDARD 4 90' HOOK N #5 BAR IN FILLED CELLL L, LP-T� f••\���•� ♦f�•� •vim ���• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ANDSTEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" ITE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJE( INTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY r--) I�J EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. era N rp - ci N a a SSG C ai C o CJ ' ^ V / �: ..... c u- n.. N f0 p N O f0 4 rN. N Y N �a�a� E 3: CU d � r d T > c E Co 0 a � w 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� f Q QQ cc O E N vo v cv8. 6 m C „"� OA in � � ; w Q y rNi v w Id d �LLLL ao z Z o 0=) t reo_ O ' o 'N m W Q N t0 d z W Z LL co Ci o' W M Z G H 0 N U OU ❑❑❑ W 0 - o g n �N LLI � O c� i 88 u C= Y 1. � 0 N M � I� 0 M •n :i? o> E E N O r® w rc on E ~ a4n3 cn c �x Z � J yl K� W , I_ a c� djT ~ 0 .y 0 > 00 co M N N � CD H 00 Liz T Q E T CM 60 v, m c U T M F— 0 Ln C-0 00 ^ N 00 04 O �i CD r M r m M a co CM LO o Z Z E T Co C d U J Q O JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. SS �_4t I "DIAGONAL SPACED AT 15'-0" 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 F- SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS -' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=1'4' 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 BE NAILED EACH DIRECTION TYP. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WH SIDE w/ (3) 12d NAILS WHEN WHSIMPSON SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2)NAILS HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. �C 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'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 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. " CHORD AT ALL HAND FRAMED AREAS TYP. HIP G.T 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. ATCONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 4L~~ _� SCALE: 1/2" = V-0" WOOD TRUSS '°` PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=1'4' 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ = 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 COMMON @ 6" O/C TO ONE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE FLOOR TRUSSES @ :5 1000 SQ. FT. OF 24" O.C. FLOOR AREA & SEALED —_.- PENETRATION AREA W/ 2) 2x8 SYP #2 P.T. FOAM. DRAFTSTOPPING LEDGER ATTACHED TO SHALL DIVIDE THE MASONRY w/ (2) ROWS CONCEALED SPACE INTO 5/8" SIMPSON TITEN HD, APPROX. EQUAL AREAS. MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. F IN EACH COURSE. FLOOR CONNECTION aC� EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-01, 6" 6" 1'-0" 6" 01 6" 1'-01, TYP. TYP. 0 0 1 0 0 0 0— I SPLICE 0 0 1 0 0 0 0 2'-0� SPLICE BEYOND 2'-0" d DBL. KO. BLOCK MIN. fJ MIN. TYP. 11 [I �] �] 24" MIN. (2)2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" 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" _ PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. —FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT r5O� SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD WOOD TRUSS DETAIL - ADJACENT TO TRUSSES MAS0 SEE P GA FILE ASW 0810 SCALE: 3/4"=V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO " /n\ 1nd Tl1CAIA 11 Q 2X6 P.T. CONT. LEDGER 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 _ 51 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)1 x3" TITEN2 SCREWS @ 16" O.C. TRUSS O 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 7 - DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. ELIMINATE 3/4 AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ //;:�0 LB FELT (SHINGLES) _-- SEE MANUFACT. SPECS. FOR INSTALLATION. (2) 16d TOE NAILS @EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX OVER PARTY WALL ABOVE AT EACH SIDE 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. (2) LAYERS 1"X24" PROPRIETARY TYPE TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS "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 TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. STD 909 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 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/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 CHORD SRG. FLOOR TRUSS FOR AN AREA < 1000 S.F. FLOOR SYSTEM 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. w U Z J 2Cn a LOQ_ ►ilE (TYP.) ' EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 0 o 2x4 LEDGER ONLY AT EACH 0 o SIDE OF STEEL "H" STUD. ---------.--- - �(1) LAYER 1/2" HIGH STRENGTH (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL - 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 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d - - EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN AREA :51 00 S . F (SEE DETAIL) OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING - SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOP CHORD BRG. FLOOR SYSTEM. PRE -ENGINEERED - -- FLOOR TRUSS' AT - - - - 24" 0 C 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 M ga N 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) o /AI • • (4) #5 CONT.—STD. 90° HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION(F"VlIIIliO' SCALE: 3/4"=V-0" REV. 05.24.23 GYP. BOARD CLG. SEE 5301 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE to PLAN =- SEE PLAN TOP OF WIN 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 Ll G T F.F. 00 VARIES WITH to SITE GRADES SEE PLAN CV 3 #5 CONT. TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 c•_r N 0 w CD � 4 N d O fC t CV � � &E � _ 3 m N Q. 17 C Q a. -. 1L /z �OPESS�Ot� //Iwi`111 f I I I I III,00\ 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 H g QE O N V N V N O 0) IIj � iM MQ 0 'Coo . M rnnr;� LL w ' (f) m a a a a U_ U_ a� -9 z Zm -; R & o fY N� CoJ a CS N mow z N Z U , H ILW rV z O U ❑❑❑ Z W <= Q v ��jj)�o a J C I ` C_ �' U pv O C N �N ) C) J nook t T T 91 N am mJ rdE - U E Z E J, z � ZI m v 4 51 m 441,, J cn V cl U o Q L > 00 U co rn Co Fes- 00 M U_ M T T E C M 60 v) U O� T ca r T }I Q CD LO 1? M L o C r- N 00 a 00 MT O 07 CD cD N L f CD M C0 co �; o Z Z E t— c n E _0 :? U -1 Q 10 C 3 JOB NO: 23-05713-015718 SCALE : AS NOTED SHEET NO. D1 o, v I co cf- N CID cV M LO 0 v C Cr 0 0 rn rn J f` LO 0 I M Lt 0 I i I CO c2 i N 0 v cn 0 M rn J n CD 0 I M r__ LO 0 I M 0 0 0 Q / 0 Q rM No / a E a E v 0 0 U J tZ 0 L LO v 0 0 a I'7 NO LO ai v Y CD Ll..i a 0 cn 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 WINDO FRAME-- 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL- SCS 0605 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 r RESISITIVE .,y BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) 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 S DO NO- BOTTO FLANGE ^' ^ "" WEATHER ✓E BARRIER & MRILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary f- l-/'1Jf111 V V SELF -ADHERED FLASHING DECK JOIST rL 1%0r1114V 2x FRAMEWALL TILE FINISH- - 1/2" DUROCK- 8" CMU --- - - 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLOPE WOOD FRAME CONSTR, EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) >SHING WEATHER RESISTIVE BARRIER O� I O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� \ 1 2 SEAL TOPS OF JOISTS - UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT -=7 SELF -ADHERED FLASHING OUTSIDE CORNER Q w m Q ii a d n_ a = W c� 0 w w a ir w LU° A U) WINDOW UNIT DOOR ROUGH OPENING FLASHING REQUIREMENTS /- � 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"A" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assemblyb providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING � �� - CEMT. FIN. 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 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 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 Q 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 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF -RUBBERIZED RUBBERIZED ASPHALT --- 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 FFLASHING, SEELANGED WINDOW FLASHING SELF -ADHERED FLASHING-. applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. <> 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER �' 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. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING ITCH IHERED FLASHING 1 2 4 5 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 GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 b# � STRUCTURAL SHEATHING -STRIP OF SAF /----------- ' --DRAINAGE PLANE WRB I , '---BOND BREAK WRB I I I� I -SF LATH ill I' __ ___ __- Ili III � 'ER STOP NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 I- Felt backed metal lathe in accordance with ASTM C1063 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. 1111 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all e+) cV C', {,C1 - C 2 o -' cu b in Li = C' C�,-, m3'Vl G �UC14 ZI eao K N ,d Q1 a, v 3 ro � .5: P. C f=7 d c E M o � U 0 M O CV 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. N W a E S N C) 8 1n �� ♦♦ (a N N t71 � V y W ID J U. 0 (� _ r,� _9 Q J LL u_ a Y Z o t9 z _ C m�� o � ro� 0 o N (p m LU Q � � M ¢ °' z LLW u 00 N co O Z z Q 0 0 ❑❑❑ W a- v, n, O4-1 ro 3 U O l/ 1 N IL 8 5 .) U c - L g , mI. Q � of r� 8 Z CID "Ico J T N Id F " o r rU a Mill I� c O a > 00 L U Io M 2 ca ­­1 N r N C9 M ` M (10 V J Liz `- :3 r CL � r A Cr M ao v) m co U T r T }+ O LO M LO C 00 N 00 O CD N Ln CID 'r M � r t M CM N LO o z M Z T- 2 a C Q. 0 � -p bi Q 0 C JOB NO : 23-05713-05718 SCALE : AS NOTED SHEET NO. W P 11 1 1 1 __ I...._.L I.!I I I. I __I 11 -- L-L - - I !.1. I HURR/CMNE Mounting Brackets 11 Gauge' 4-112' X 4-1 '2' X 2- l Y Seer Anchor 50i lule Bolts V2, Na A325 GAE; 1� IT}',2a 9 oil 11 # 14 Self -Drilling Screws A.IC tlnit ButEt1yr e Hurrlc3re Strap 1 QTyr)irdL• 3 +n fn�nt i T Front Crass Support (Mcly bC Wl tV W) Left Bracket (16 Gauge) q 14 Self -DI IllIng SCQ-W , I 11ru Bfdclil A Back Cross Support Into AiC L)nit Bottom Side (Typical: 3 each sidt for hurricane use) � sale Waiigari / Sill-Loclil Nuts y,.,ab uuldlaui,n rnrr u.ui.,, .r, plot mLd r-,In...L firmLuu .\,r fiat':. Fn}{t��nLcrca R.aiaal Sul I)rowin((arlulalac upon rege� l (add,tn.al fiber wtil apply) Back Cross Support (May he rl1T to Right Bracket (:6 (3auge) Florida Department of Business & Professional Regulation Pop t of l Building Codes and Standards 1206120I1 Product Approval Application Detail �I11:7a9I , , Oml{Y orDild. Diana Dal. PNIIAM Pat B�22 vwww Marwfacturoi Carl lot that. 4LkerM. yalLdal@d.A. V9llcou14 aubmined Fad Approval - KIM A1n,meted 2020 Smart Vent Product. Inc Mleln- Gal .­F Naero P E Locke B-den P.E 1211 am20 12/162620 12r-8r2020 Am,-d Caudill ecruetural Canp«r-ms (877) 441.6308 PE-73718 (334)31)01600 "category: Pfodida Introduced ➢t a Re Rllt or tfOQ6mBnvent tom New Technology C«npIs"' Method: Evelu0m Report Yam a Florida Reg'dered PlChltect d a UCMsed FlalOa F Ia05M.111 Products Pl d<aswntl Engineer j &pdraf MotlY. rYlmh--flame Product pascalplgp gall Aseulanc. f� Apmowd for Use Approved � far Use aagga= Impg91 �jyieg Dealer, mount 1 SmartVenl MOtlal #1540.910 Dual Fu Fiction Flood end Ventilation Vent 12r31R1Y23 Yes Y. NJA .1001100 2 9menVent Modal #154P511 Duel Funclian Flood and Venttlatlan Vom 12r512023 Vas Yea NIA .100f ti70 3 &nadVwi ModalIli 54P520 Ins planed Flood Vent 12n12023 Y.Yes NIA .t00f 100 4 Small., Modal 0154o.521 h.ddeiFlora] Vent 12r51r023 Yes Yes NIA a100h100 5 'ma", Model a154P 124 18aqud, G«age DaFlVent dmd 12r71f2023 Yes Yes NIA NIA 6 amen. Model #154P17Q Wood WNl lnsulvidi Flood Vent 12r31f2023 Y.Yes N!A .100I.1D0 7 smirlVen, Modale,640.574 145il Geroge Dorn FMnd Vent I2nif2023 Yet Yet NIA II,A Florida Department of Business & Professional Regulation Ft" 1 art Building Codes and Standards In4rm21 Product Approval Application Detail Sffif IR" la t IO RaltRea(ffita Omi T7a0 Vta.im Mrar'Wimr irWtaG4 fAW09K111UMM Vmidled By ydiddatl FBCAmreral OgQ�g r,�(uy R-Vm 2020 Dowel Metals IM Jason Shumate Zachary Fit" Lactic 13-6,n F.E. Oalto/2020 (Mill 08r2aW20 IOil 3 120 Apprrn,e'd Category' RoOalg i5021303-1511 PE-14021 0341300-1600 SubCl.gli Metal Roohng nhumeteooreamel rim CMtpg"# Method: Evaluation Report trap a Fluis Regivhnr rl Architect ore Llcansad Fiends Protte lmal Engy,eer FI1N7979•Rfi Prodmh Queen, AssurNlCe Approval for Uo. Approved for Utt Impale R84tla) ¢tag Product Model. Numbs of Name PrWuet DeserllNlon gory ad eXoraslon Date In KVNZ Outdo. IM1i Ittotwi PSa&8uC! 1 Dreyel Moral R-fing SY'Arn, DMC 10014S, OMC 1508S, OMC 175& OM 20M 1713112025 Yes No NIA WIiao DMC eV Florida Departm at of Business & Professlonal Regulation Fare 2or4 Building Codes and Standards A oz3 Product Approval Application Detail BffiI gags .. lrllH or ale Dg1e Date Pending TLpE Vvv. Manufacturer Va1Mas➢d By vlidlM 3.1tudi FBC Ape l AD=Vatl M&- "Atbn 2020 Thorme-Tru CapordMlt 61cve Janperson Lyndon F Schmidt. P E. RyanJ King. PE 04/152021 1mim2o pa=(321 0610&2021 APpread Category. Exterior Doom 1800i843-7828 PE-43400 tB13)7R7-9555 SubClegory: 5wngng Datrlor Doe AssehAolles rpa perau@ith, menu, Compliance Method: EVMuallare Report horn a pm Flo ds Regl.tared Ar tided or e Licensed Fiends PrWeselonal Engineer FLA2111482-R5 ReOucto OUaalvAaBrance Plum-twl for Use Aoorpved for Use Impact ad eS a N Product �ifdgliog C• IUIct E.Wrtllon 0.r in HYH2 Outside HVHZ Resistant 1 e Thenne-nu Fiber -Co sslcand Smooth Stier Ndnnor 08#39 B liquor lmpadarl. Opaque 121312o2e No Yes Yea WA Composite Edge F bergs.. Single Doer lnSWIn utewtlg Xcanfigure/pnl 2 b Thee-Tru Huai end 5-id-St., nn Hornell 6803b 8 &.of m uidulo-t. Dpr qua 12nli7028 No Yes Yes ILIA Canposte Edge Fb>gs., Single Dori with 34eRHcl (Inawngootswing. XO. OXd OXO coneguratlalsI 3 c Therm-TruFiber-Cl-.d SMOClh-Star Nand-16&#36 8 BquUlmpacl8quot. Opaque 12n12026 No Yes Yes WA 4 d. Therms Tru Flba-Cla,v, end Sma,11h-Slav 5 e. Therms-Tru Fiber-Cleemc antl Smoorh-Stier 9 f Thrrme Tru Fiber Cl&sso did Smooth -Star s g. Inem,a-Tru Flher-Classie and Snlmlh-Star 6 h. n ormaTru FltmrLbssic and Smoot Star 9 1 Thenna-Tru Fiber -Class. and 9nbath-9tar 10 1 Thermo-Tru Fter-Classic and SmoOrh:Rter 11 k. Thelma-Tru Abar-Coss,c and Smooth -Star 12 1 1- Tru Fnner-CYees,c end 9ntool1di-Star 13 m Theme Tru FlD.r CI..Me and Smorlh-Slat 14 n. Tnenm Tru F ldiu Cutie,.nd Bnrdh-Star 15 o. Thermo- Iru F'mer-Classic and Smealh Star 16 p. Theme-Tru Fiber -Cho 1. end Smooh-&., 17 q. Thed1 &Tru Fiber -Clan K antl Smooh--Star gdffit ilea Yerabn Manufacturer Rtv 2020 POT I,dp WlOs cl.gory• Ed.—Doan Subcategory aides Door Ae.embllso Complier. M.IhodCen li- led Mat, or LIOng FL#ZSl-R33 Product ■ # Product Mp0a1. MMl- Nan» g SGD S510 (L. go Mask drp.en CorhWeRe Edge F0era1948 Double Door wall or ,Wuhan sldeiten finswine4m-ino XX or OXXO canggurations) Nmanel 8&039 0 equ l Imped&q &.. Opaque Composida Loge Fiberglass Surge Door (hewn9Nuts g. X c'migunified) m Nanel 8&#39 0 bqua,lmprasquor. Opaque Cartpoate Edge Fibergla.e &.91. W. With Sidelagal , InreingJOu,s..frg, XO. OX., OXO eanng,rllond Nmvna188#390 bpaot,Mped4lqud, Opaque Carposte Edge F,btagleee DcuM. Door With « ., them B,delte, ernwingrOut wing XX a OXXO confpurvti v Nominal 611r39 8 liquor,Ynpadbo,o. Glued Ceara le Edge Rbagn.. single 0- (Insaing/Outnving X coilguretlon) Narantl sai B &qud:Mgadaquo GNzatl Cer poule Edge Rbtaglese Single Door win Sell s) ilnswlnWuetWri XO. OXor OXO eddflyurl loot; Nominal 89432,8 sc7lo:YtpddQgUOt. Glued Cmpudte Edge FilovQ1.5s Douce Door wlt or wahuul SldNaes (Inswing/Outsvnng: XX or OXKO cCllglllrltons) Nornnel 8&#360 actual Inprclbquor, Glaaed Ccnlposhe Edge Fiberglass Single Door (Ins4ing/Otdsa9ng. X coliguratnon) Nominal 8&#3e 0&qud.hnpeddquo, Glazed Composite Edge Fiberglass Single Door with accil#e,sl ,Insw,dg/OU,odg, XO. DX or OXD rentalai Nolunal 8d#39 0 buuct mosvi5el Glued Carpevia Edge F,Owilase Double (Jaowih de without SldeAn dn"ng/Outvaing; XX a OXXO Cd,llpurMlons) Nominal 6&039:8 batid',hpedb4d. Glutted Mooed Open Composae Edge Fiberglaso angle Do« rhawngx).aW,ng, x eonrg-tion, Narynl 64439.8 &quor,Wlp.dbqud Glazed Molded Open Cordl,"a Edge Fa lass Single Door with (A.aed Molded Open Slefe raps) (,nsoeng/Outswing, Xo, OX a OXO cw itiurauom) NorriinN 6&039 a dqud;asgned&quo. 131-od Molded Open Cc,mov" Edge Fdberght, Double Dow with or wllhour Gazed pill Open ed.Met (Innv rtg/OcrutwI g: XJt or OXXO cdn5purdlenn) No1Nnd 69032:6 squd:ImpeobqudOpaque Comp«ue rage Naval... Single Ooor.@h Molded Open Steil 011gbd-dri: XO. OX r "0 codfigi ..) Nam, net 6&#39 B &m,A', Irtp.d&quo, Opaque Comil Edge Fiberglass Double DoorwRh or ieth out Glazed Moled Open Sidestes (Inwing/Gtllsalag: XX or OXXO aanfngu,aticns) 1 0 6 1713 2 2 No V a9 Ye N1A F I=11f1026 No Yes Yea NA 12/31/2025 No Yen Y. WA 12n1r028 No Yes Yoe NIA 12r3lt7O28 No Yes Yes WA 12131R026 No Yes Yes WA ,Mln026 No Ye, Yet NIA 12F5'120h No Yes Yes NIA 1 zetlr2a28 lip Yea Yea WA 12f31,40Ni I, Yet Ye. N1A 12n12026 No Vant Y.. WA 12n12026 No Yes Yes WA 12r312028 NO Yes Yea WA 12f.312026 Ne Yes Yae WA Florida Department of Business & Professional Regulation Page, a 1 Building Codas and Standards 1WO21 Product Approval Application Detail Enift', or pm 2a WI. PmAm ISl1 S9ffiggt EDlamat.611altait VatMleu By YaIIDda4 $dine tliv FBC Aoorovl A-,,,d ffiaWa Jong RatgYgil Modal BCCO- CER Miami Dade SCCO VAL I III W2020 10/282020 11 oa2020 ApW-0 I9411 486'MOO (796) 31l-2500 Iroeown kltppotind i sta.a. t am Quality A,,Ia-, A,,v,,d for Use Aamovrd la U., Will Prgrfricd�a•Iptlta, VNZ RNllti�ai lDPr_-i- 4odurV,2g2a, Die In NVN2 Ouhld. R Vnyl Eking CIL.-D« Yea Ye, --NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) 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 ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 ThennaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248,3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 Dr METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single IS 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 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60r0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 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 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918,1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12131/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F, METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 -FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 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 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information 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 Detail page C41 i/s52022 QR92 - Entity or J21M 2= Cate Pendina j)ptp, p(gq Verson Manufacturer ontac Car Erwlneer6Llcense Validated av Validated Sdimrited FBC Approval ApmM � Revision 2U20 Thermal Corporation Steve J.epersan Lyndon F Schnvdt P E Ryan J King. P E. 07t2312020 07n 2f2020 0712912020 10/13/2020 Approved Category: Exterar Doors (81.)0) 843-7628 PE-43409 (813) 767-6555 subcategory, S.Yirlging Eiperrlor Door Asternbie5 slaspersan�lharmmra rn Compliance MaMott: Evaluatwn Reporl from a R1 Fonda Registered AlChteCt M a L-nsed FiordsProrearli l Engineer FLF20470-RS Preducra Sees Prodtld Model. Number or Name Product DaunOUon Ouallly Assurance Anorobldtor Use Aparoyadfol Contract EXDiratlon Date In HVHZ Ute Outside HVHZ ilnRact Resistant 1 a. ThermaTru Fiber -Glasses and Srnogth-:;her Nominal 6&#39B 6quotampact&quot Opaque 12/3172022 Yes Yes a ,O Compaorte Edge Fibeg]... angie Do., (InswnglDutswdng; X canhguraban) 2 b. Therma-Tru Fiber Classic and Smooth Star Nominal 68,#39.8 &quotlmpact&gum, Opaque 12J3112022 Yea Yos Yes Composite Edge Fiberglass Single Doe, with C) 9,delte(s) d7swing/Outavnng. XO, OX or OXO L C conriguration s) C" 71 C 3 c Thelma Tru FlberClaealc and Smooth -Star Nominal 6&N39,8&quot;lmpact&quot. Opaque 12131/2022 Yea vel,�t 0 NfV fa0 c' Composite Edge Fibeglaas Double Door wth or O Wthnut SMelaes (InswnnglOubemrg; XX or OXXO IC�i _ -fl L.L. C C mnrg ure110na) '�-' 4 d Tnorma-Tru Flber•Clo➢.,c and Smooth -Star Nominal 8&#39;0&quotlmpaCt&quol, Opaqus IZri1(2022 Yes Y-lin Yea cc O c - Composite Edge Fterglass Stnale Door N b 5 e Throm. Tru F, bar Cl.... and Srrwoth-Star 11 isdng/Oulswnng; X configuration) Nominal 89; 39:0 &quol,lmp.ct&quot Opaque 12f312022 Yes lO Yea 4. ✓ CV ; NIA pt Compoelle Edge Fiberglass Single Door vnth 'S4v C- I S,detto(s) (Irlevnng/Outs tmg, XO. OX or OXO j 6 f Therms-Tru Fiber-Classk inn Smrxxh•Elb Wrfiguntlled.) Nominal 8&a39,0 &qu%,Impaet&quot, Opaque 1'J312022 Yss Yea (n Ye➢ WAm CompoMls Edge Fiberglass Double Door Wth or without SMelites (lnaving/OuteNeng. XX o, OXX.O $ g. Therma-Tru Fiber_CIO➢➢h antl Smooth -Star conhgurabonn) Nominal 6&#39,8&,qud;lmpaCt&quot Glued 1Z/3112022 Yes Yes Yet Cut N A C Composite Edge FIbegDoor Single oor sit r .,,! N f0 0nsveny0utswdglp Xconfguration) �r'`y 7 OC = 6 h. Thernla-Tru Fiber Classic and Smooth Sher Nominal 8&fr39.8 Squat. Impactdquol, Glazed 12/31 r2022 Yes Yes ,.f� Des NIA N Ca. m Coposite Edge h1b gos , Single Door with C E Sidelital (InevnnglOuhewing; XO, OX or OXO to O configurations) 9 I Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39',8 &quot:lmpsoULquof, Glazed 1213112022 Yes Yes Yes NIA >r Composite Edge Fiberglass Double Door with or n VAMout Sldelitea (InawAng/Outs leg. XX or OXXO ""- cannguretlons) 10 1Therma-Tru Fiber- Classic and Smooth -Star Nom1nal89N39;06quotlmpaix&4uort Glazed 12Y31f2022 Yes Yes Yes 141A Composite E,boglass Single Door (In4wrglOula.+nng; X confgu t-) 11 k T'lisedu Tru Fber.Clost,c and Smooth -Star Nominal 880390 &quot.Impec^t&qudt, Glazed 121SI /2022 Yes Yea Yet 'dtA Composite Edge Flble glace Single Door v,4m Sldelao(s) (Insw riglOutsven9. XO. OX or OXO conhgurationa) 12 1. Thermo-Tru Fiber -Classic and Smooth -Stair Nominal 88#39,0 BqugtlmpectB,quoL Glazed 12/3172022 Yes Yes Yea IVA Composite Edge Fiberglass Double Door wth or without Sol (Inswing/Outs ng. XX or OXXO configurabons) 13 m Therma-Tru Flber.Classnc and Smooth -Star Nomtn2l68u39:5 &quotlmpact&qucL Opaquis 12f3112022 Yes Yes Yes NJA Composite Edge Flbelgiam Single Door wAm &quotNon-Impel&quo, SMelite(e) (Im"'"WOutaw,ng; XO, OX or OXO canfiguratrons) 14 n Tnernal Flbar-Classk and Snroolh..Star Nominal 681139,88quetlmpett&quet Opaque 17141r202.2 Yes Yet Yet MA Composite Edge Floeglact Ocubb Door vah 8quutNom Impact&quot. Sidelites(Inswingloutswing. OXXO configuration) 15 o. Thelma Tru Flbor-Class. end Smooth -Star Nominal WIMP Squotlmpact&quat. Opaque 12/31/2022 Ye. Yes Y06 N/A Composite Edge Fiberglass Single Door Wth &quotNon-Impact&quot, Swelintys) (I nswingloutswnng; XO, OX or OXO.-fig urat...) 16 pThemes -T ru Flper-Classk• and Smooth -Star Nominal 88A39:0&quotlmpect&qual: Opaque 1213121122 Yes Yes Yes MA Corporate Edge FibegAss Doubler Door vAth &quotNon-Impact&quot', Skleltles (InvMngfOutswnng; OXXO configuration) 17 q Thavma Tru Fiber Classic end Smooth Star Nominal 68439,86quot Non-tmp t8quot. Opaque 12J31=2 Yea YM No MA Composite Edge F'Ibeglate. Single Door (In Nw Outswtng; Xconfgurahon) 16 r. Therine-Tru Fiber -Classic and Smooth -Star Nominal 06411398 Squat. Nor-Impact&quot. Opaque 12131/2022 Yea Yes No VA Comirdsde Edge Fibegl0, Single Door with Sloelk.(s) (InswidgrOutsvdng, XO, OX or OXO configurations) 19 a Thermo T,u Fiber -Class. and Smooth -Stair Nominal 6&#39,8&quotNon-Impact&quat. Opaque I Wl r.1022 Yes Yes No VA Composite Edge Fiberglass Double Door vxm or Wthout SMemes flns+rrgrouts+nrg. xX. or OXXO configurations) 20 t Iherma-Tru Fiber -Class. and SmoothStarNominal 8&#39.0&qua.Non-Impact&quot. Opaque 12/3112022 Yes Ye. No MA Compost. Edge Flbagiii. Single Door (I ntwrg/Dulswnng, X ceinfigurston( 21 a Prerma-Tm Flber-Ckii"IC and Smooth Star Nominal 6&OV..0 &qua.Non-ImpacAquot. Opaque 12/3172022 Yes Yea No MA Composte Edge Fiberglass Single Door with Sidelil (InswriglOutsw rig, XO. OX or OXO candid `natan.d 22 v.Therms-Tru Fiber-Closae and S-Iti-SU, Nom,d"S&b39,0&quot,Non lmpatl&quol; Opaque 12131 Y.'tYY2 Yea Yes No IRA Compotes Edge Flberglost Double Door Win of vnthout Sdelite4 (Ino drlglOutswing. XO(or OXXO cordiguraLons) 23 w.TtlernM-Tru Flb.r-Classic and Smooth-9tor Nominal 6&i#39,,6&quotNon-Impad&quota Goal 1213l/2022 Yea Yes No ILIA Composite Edge Fiberglass Single Door (Inewng/Outawing. Xconfiguraton) 24 x. Therma-Tru Fiber-Cla roc and Smucth-Stan Nominal 65039:8 &quotNcmdmpact&qu01; Glazed 12/3l/2022 Yes Yes No NIA Composlte Edge Fiberglass Stlgle Door ,11h Sidel Refs) (lnsWng/Outswing. XO. OX or OXO canfiguralrons) 25 y. Thermg-Tru Fiber-Ciassic and Smooth -Star Nominal 69039.8&gUOLNon-Impecl&gUOt; GI92ed 12r312022 Yea Yes No NIA Composite Edge Fiberglass Double Door Will or Wthout Sldelntee (InsvAigfOutewing, XX or OXXO confguIvan.) 26 Z. Th irme.Tru FleevOorivc and S-Ild-St r Nominal S&II &quetNen lmpQet&quot; Gibbed 12f:11r2022 Yet Yes No NIA Composite Edge Fiberglgtt Single DWI (IntwnWOutil Xconfgurabon) 27 zo Th«nw Tfu Fibs Claeate and Smooth Star Nominal 8&b39.0 &quotfgon lmpao&quot Glor ed 121312022 Yee Y" No NIA Cnmpnstn Edge Fiberglass Sngle Door -th Sdel Refs)(Inswn9/OuIswdg XO,OXa OXO Configurations) 26 zb Tllerma T,. F,be,-Class. and Smooth -Star Nominal 8&M39.0 &quot.Non Impact6quot, Glued 1213112022 Y'-s Ycs No NIA Composite Edge Fiberglass Double Door with or w+thout Sdol too (brewing/OuWmng, )O(v OXXO confgurabons, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ill 02 5 071 tit 5l - .. Edda, do Plitt 20 .case Peraling Pat Shwa Yaula6 Candid EndrweraLic.m. Vaadatma Y IWOmIGM1 FFICAmmval AgggLpd ,fin Rew,ke, 2070 MI Windows and Dods Brent Stinger Luna Rob<no Lanes Slrven M Unkh, PE IM612020 10106002a 10119,2020 12/15=20 Approved Category: EclHor DAYS 1717,385-3300 PE-625t4 i717)317.8454 Subcategory: Sldng Extorbl Door Assemblles bslnhger,�mh^d.can Car thins. Main.: Erakl Repair tom a Florida Regidered Mchited d a LicmYed Fl«IOa Pmre.atonal Engineer FL.6832.Re Products Goalie Ayaidar g. Arm.y.d for Ups, Appointed for the Impa9L Duel 111111 Product Model. Number or Nardi Prod= Daaclimion C roc, erosion Dal. Ig HVXL oulside HYNZ Rf.10109 PII6aurt. 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12r3i12024 No Yes f40 N/A 146-3/44qud,006quo. NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUMSOD OX XO. XX 12r3112al No Yes No ILIA 96&md;a808ol NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED DXO 12/31/2024 No Yes No WA 145324&q.d .96&qud, 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX 12nirlil No Yes No NIA XO, XX 966quax9Rbqud, 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 120t2024 No Yes No WA 143&quoxLr6&qud. Fonda Department of Business & Professional Regulation BuiidingCodes and Standards Product Approval Application Detall P.,1 Al IrWi021 ��y�ieeyy.eae,yyeeee . . Q111 Entity d Bid. Bta cat# plaid oa ]'yp2 Verium Manufacturer Carlin EllmpeN& Lleons. VAlldl.dBY Validatedill�Lt! IISC Approval Approved $tNLai R.Nen .2020 Wayne-Da dilation of 0-hoi Don, amn, Dw.Yne Karlin John E Scales Jeer"P Amason. P 8 1 W1212020 0912a2020 10232020 12/1W020 Applored Corporation (390)763.8121 PE-51737 (904) 82T 5200 Clegory: Exterlor Doors dkornldt@wayna dalted C 8,bclegitry, SeGlenal EX,erbr Doe A.tenNI. din Ctanpli area MMM1isd� E dNIcilled Al l Tom a Flonde RrgNlered Architect a a Uevrlted 1`10009 professional Engineer FLet8240-r12D Aoduda ha Product Model. Number or Noma SdtllhAaLamg[ Roducl Daurldldl Coraract Eat allon Dee A-ci era Use Aoo,-W fa U., Ill Outside NVH2 Impact R#WSI t g=m Crovial 3 8W0,81000200411105 9039. Mo. w"h 14&439, Mu Insipid Caebr, 12/31r023 No Yet ref •3100a3500 I'viol o In top or int/mardlst. fatbn 10 8000/81 OOM20001123 166#39: MwlwM. 14&1 Max hilghl. Cla2ing 12/312023 Ile Yet Yee •30.00173.50 .Vaslable In top or intoned act sedlol. 11 6000/81 DOV820081124 I66#39 M..Idlh 149039 Maxhelghl Gong 12/3121,23 No Yea YM �3440/-1830 avetlAble In top Or a1NMeelelt tactlon. Florida Department of Business & Professional Regulation Faye 1 a, Building Codes and Standards 1!5/2p71 Product Approval Application Detail 00 Ipllly ar ®Yt Bill Date PNidm 1m T L yoUl Manufacturer gppt a En --,A Ltinn ose yillarealOr yA"gg g FBm CAmvd Oggarad RDA-,, 2020 Crones Divb,mol AADG Inc Tom Raney UL LLC Troy&shop. P.E. 12r1 d20-10 1210,2070 12f21r2070 Approved Cl: egwa Frieder Doors (641149,1.2813 ,954)*47-owe euaCivocia : Exronor Door Compononb ran rettayrgss6etblq. co Compliance Marriott CartlBcetla, Mark or Living ern F UH 1137-Rs Wr.tlupu WIYfa'-&flNulOGt ApprovtgIff Use Amused for Us r Impact p.tldt Awl hodixl Modl. Numuer «Narrra Product Desoiollsn emuatt Eaoselbn Ole Is HVHZ DUIdl NVIeL PsaWaOl provaudo 1 60,. 70'/. 727. 74 J. r57. T17 end 8A7 Singieand Poll Flush, Glazed. and L.0 d smgkand pans or 12/:Ur2025 Yes Yet Y., NIA Doors net --141 Were Florida Department of Business & Professional Regulation Fagan aft Building Codes and Standards Product Approval Application Detail nor. two old standing lie J)rpp ys"i ar Manunelurr4got of Enonem & Lleasae Validated But Vtlldstad 1a,Dmuma FBC Acca l ApprovedSlaUit Rafslon 2020 MI Windows and Dods seen Stringer American Architectural Steven M. Utich PE 111172D20 11/1712020 1127/2020 App-d Category: W1n0ows (117)365-3300 Manufacturer, A,socletinn IT17)317-8454 aubcl.gory: Shall Hung bsaingeriiinarcd c.d Cemplleres Method: C.nlloetlon Mark a Living Galati, A,taaanca Agorch ad for U.e Apartheid era Use Impact UROM ?yap Produ I'D"- NumberorName ProductDncnotlon CorcraclEXdrllonData In HVHZ oub0clit Z 6t9Bim P[uauu. 2 1s 6H 52x72 FlnrFlwgt Frame iG/5G Snalt Hung 1 D/061202) No Yee No .66'-60 Lemmata l Gins. Q� o L Q) L >: 0 .� ('l -v U N U 0 -0 0 0 'i C 0 0 21 a) CD 0 (D 0 _0 t_ ^n V) Cn L. (D N V O CL 0 CL Q LIB U O EL -illaaaaaa U CIO m 0 Lm W Q W Z J z Q J 11 SHEET NO. PA 1.0. _ t I I I . 11 _I I t___ it I I I I ____ __ I I!.. I I 1 I I I I III _ __.. I: 1 r If I 11 I I 1 I _ ! I I!_ I_ - _ I I I I I ' L. 4­0 W i♦a1 Florida _ vI CD /1) }/ Department of Business &Professional Regulation Page ay Florida Dope rimnt aof Business &Professional Regulation Page 91 Florida Deportment of Business & Professional Regulation paw 1 di Florida Department of Business & Professional Regulation Pairs, a2 (, Building Codes and Standards 1252022 Building Codes and Standards 1Fa2021 Building Codes and Standards 1r J2021 Building Codes and Standards Fa2o2 � O ,.�.. � � 2�1 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L L ^^,, Q. - - _- - - - -- -- W O 1. : 22ja Minify or Gate Wit Dab�Pendgng jar IR � -.'. .- �"� � _ _. .. _ ... .. :;. -.'i * .:Rt -. ..-. ;,..... 449r Entity or Ott 20 L1ie pond na ■a4 1'9m verman Manufacturer Contact FnalneerB Llc-nee Validated By validated submit" FBC Approval Approved Status Cak fAEts, or p■a 2AS Date Pendnp Dote Cedt T�f1! Enley or fneln•xA LItMrea p■y yaYeam Dd. Istedrw FBC Approval Amt �1t!?R YIaIpD ■�i�Y� E1.1-Ka License L� Y�tl�O�f YiEOirY SII�IEffi FBC Amroval ApJYpI■0 SliYi •� �A O �\ 6 Revision 2020 Tllarma-T ru Corporation Sfeve Jaa L mien F Schmidt P E R an J King P E perwn Y Y 9 10g7f2021 Og/18I2021 10/132021 12ft 5r1(171 A y porno �� �� Man Wetlufx Sr9D(a4S a11aY1exa Llcerne y�QAttg.�l( YBIti10(¢G �IBAL.Q FaC Approval ,9QQgw� status XCyIaD ■SMI�tyOL �,ga t y �ggij(yg aa�pyag 6taiaa Amoncan Swe,M inch, PE 1122Mn 1/25/2070 Apprawa U �a �/� t� Exteroor Dons (800)843-7B26 PE 43d� (R13)767-fiSSS Artpnatgn 2Gm PGTIndy: Jms R86-010l MiemFDede aCGO - CEP. M86)315-2B000 VAL 17g5)'2020 i7g52020 11n1l202G ArpxaR4 ReustM 2a2a ill Windows end boars &en,33-330unpar AmencaM.I.I.nAr rarven7.84 ch, PE t0AS/2020 t0A62020 10n 62o20 ApWtaed Ph -van 2020 MI Wrd-,.nd Doers CMoaory'Wind- Brent Sunpor Alcheadunl (717)3653300 Manufacturers Assocatlon r717)317.8454 „222020 /\RJ y/ sutrCateOON: Swinging Fxlaror Door Aaumbll<a s)a9pereor,®mermatruc0 SutfCate wri Category: Wndo�as (611)48G-Q10U (7&8)J15.2580 Category: Wndows A.-Ul (111139]-3300 Manu7acNm AssoCueon a7t7)317•M51 Sub Gtogi Fixes b 11ngeltit-d.cam _ I GOMPIlamee Method, Evaluation Report from a m Subcategory. single Nung IfMew.khlepgantlu9fetc om Subcategory: Haboraal Slider toPair ...d c"om Compllar. M.Mod C.,Uf abon M9k W Listing a) 70 0 \/� Fblda Registered Architect Or a Licensed Fiords, Campllenom Method' C.81ceUon Mad or L1sUn0 Compllanco Method: Cerkfketim Mark or Listing O O •L a i(�5♦ Professional Engineer PtN238 -R2a Redacts PLJ'15]311iSPrdua, FLe15sa541a Predcts c L W FLx204111-R7 Products �Ajs-e Amravd to uce Amravd for Ua. M)aact gedeID 9gM1LtAAlLLAM Acerr7wd for Uat Approvd fa Uat lmewl Dtsk , A--dfe Us. Approved la uae � gy r, O Q O QftaIlN Ateaunnee pnomveU for Use Approwdfor Use I Design alai PrpduM Modal Nurtaera Name Rodlcl d9cnotlon Canted F-yWrallon t)ate Outside MVHz a1 XVNZ Ree IR�i Pr"" Iron Rodua MasMI. M>nr orwma Proeuel Dasrrlolbn In FIVE WISMe NYNz Byy� poyyya 44g1t Eladu4 t Model. Mmbtr a Name p�gL n Cagrett Fidshr tlpl DMo It1 jtylij Out" HVKZ f uslE(int O Sect a Product Model. Number or Name Product Description Contract EXdratbn Date In HVHZ Outside HVHZ ReNatant Preseure 2 9N5600 merge Us'.. Impact) vhyl single Hung Nnnda• n7ro2o75 Ye9 Yes Yes N/A , AS I" Fin end Fl•ngo rrarrw 73e62 l nwklad Glee* 02/162024 No Yes No •55/ 55 1 18s pW 75. 72 Ir.I. ed Giese 00012023 No Yes No 80/-60 C _ 1 a Thermo-Tru Fiber-Classa; end Smooth Stu, Nominal S&k39:8 aqumt', NonImpaa8quot Opaque 12)31/2022 No Yes No N/A �rdr� `V O -If-t La_ CID CompoiI Edge Fiberglass Bangle Door � n � V o 0 nswng7Outsvnng. X configuration) vJ T� .- O 2 b Thoinme-Tru Fiber -Classic and Smooth Star Nominal 6&k3919 Aquot11-ImpaWAquot Opaque 12/31l2022 No Yea No PUA Composite Edge FiberglaSa Single Door with Sdelii (Insmi XO, OX OXO o (^D1 W L A-, �-1 g/Outvwing, or mnhgu.•Itan.) 'O O Co L.E„ 3 cTharma.Tru FeOk.Clasalc and Smooth -Star Nominal6&p39;8 BnquotNon.1mrosidSquot Opaque 12/31/2022 No Yes No NIA N3 � �a CL Flbsrglaea Composite Edge Double Door with or ''^^ ( ' G � � Q SItle hies XXa OXXO '� if 0 . without (ImFMnglOuleveng. configurations) m � 9 ci a` 4 d Ther..Tru Fiber-Classicand Sma.,Xh-Star Nominal 7&k3S, 0 Squat Nond rrped&qugt Opaque 12I31/2022 No Yes No NIA ^ ..p m Composite Edge Fiberglass Single Door pn9wrg/0utewing,Xconfiguratia,) .-+ C 5 6 Tnema-Tru Fiber -Classic and Smooth -Star Nominal 7511i 3gLIO(NOn-Im(. a,ad&quot Opaque 12731/2022 No Yes No N/A Ln on, f0 r= - Composite Edge Fiberglass Single Door with � _= C SrdeoW.) (In-rig/Outsving. XO. OX a OXO to w ppnfg-ti.m.) N e,,, 0! 6 I Therm-Tru Fibs-classicm,d Smooth -Star Nomnat e&a39,08quot:Non-Impaa6quot Opaque 12/3112022 NO Yee. N. rVA Florida Department of Business & Professional Regulation pager a1 Florida Department of Business & Professional Regulation Is."i of Florida Department of Business & Professional Regulation O _��,p:ar "� w Compo.rra Edge Fiberglass Single Door Xconfiguration) Building Codes and Standards 1/52D2/ Building Codas arid Standards 1A202, Building Codes and Standards ev C„la) 3 w _511 E I 7 g. Therm-7ru Fiber -Classes and Smooth -Star (Ineveng/Outawng NWmn.I B8k39:08gv"Ngnlmp-IagO.t, Opaque 12/31 M22 No Yea No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � o „t,.. = LJI Ccmpaekte Edge Frbwglm Single Doorveth Sdehle(e) (I nswng/Outewng, XO, OX Or OXO 3 :. . .: -;.: :'..' ,.,, .. .... .... ,. .... -, ..,. , ,...-.:. .. '.: _ 4>D w �y�1. configurations) 8 h 7 - r Therms-Tru Fiber Ckleelc and Smooth Ste 68 39,08quotNon pact&quol; Opaque 2f31 Y202 Nominal k -Im 1 2 Na,Yea No NIA IS ,. '. - :. .. _ -... -. - ; , L -.r .: i �.. '... ( -. ':_1. . Hi L: ,. .. i � .._. J . .. - .:. .: ."$. Composite Edge Fiberglass Double Dear With or a" IU&J l eta r>att RA&22n" DMs GeII9 EOIEYpI 12att 1>ie Date I',,$ a 20 CStas - &day or jitla }2" Dam lea ULE t p] M 4 v3thout Sldellt es (Inswing/OutSwng', XX Or OXXO I= vrslan M.ntde.turm CantAS:t Enaht•er& Licm.e V,IW.1ed av V FBC Approval HuAmlDsl JAaorowd lgtlNt IYp4 YatalgD MtOgeStYG4t Cas7lltt Endnex l Ucerue Vaxadd By )Ctl�did submitted fBC Apprord AearpJf� fBYua IYp4 version 111111DIiDY!!L Corilaal EnaYx.er i ueense Yatldatetl gv Vdlddad 4uWnlltd FBC Amrovd �•' t� Q iThermo-Tru FibenClaa9ic and Smoolh-Star configuratlort Nwnnal 68k39:8&quotNWTImpact&quot Glazed 12/3V2022 No Yes No NIA ANumdion 2020 PGTldustre,s Jena Ro.own Miami -Dade BCCO -CER Miami -Dane BCr_O. VAL 11A52020 11K)Y2020 11/11/2020 Apv-d R-w- 20N MI Window, and Doors grant slurp., L.I. RLomas, PE Soven M. Lana,, PC 1WO12020 10/062020 1011WO20 1211 SM20 Approved Af0mcbn 2020 PDT Industries Jens R.sowskl MlemtA.da BCCO-CER Miami -Dade SCCO-VAL 1U052020 IIM2020 ca Ill i/2020 Appcave� Composite Edge Fibargless Single Door Cahiq.y: Wind- (941) 486 0100 (786) 316-2500 Category: Whdow9 (717) 365.3300 PE-62514 (717) 317-8414 Category: wnd-e (a41) 489-0100 (786) 315-25W (IrlsvanglOut6winp; Xconfguati0n) aubC.teg.ry: Flied hosow,kl®pgtinduelrietia subcategory: MukM9 bs6lnperChnned. rn subCeagory.. Most Jrosaeskapgtindustdes.0 Ill ). Thelma Tru Floar-Classic and Smovih-Star Nomnal 0&a39;8 &quoLNon-Impact8quot Glazed 12131f2022 N. Yes No NIA Compliance Mdhod: CerMirah. Mark a uMing om Complianca Mdhod: Gwlustlm Rapod eom a Compliance Men.: Certlacallcn Mark a LHAing an 41 CWro"te Edge Fiberglass Single Door vAth Florida Registered Archllec+are Licensed Florida SIaellie(9) (Insvang/Oul.vAng, XO OX ar OXO FLA`2434r24 Products Pr ofes,wnal Engine. Fue2514113Reaw orinfoumbons) far 11 k.Therma-Tru Faber-Cassic and Smooth -Star Nomnal 6&k39,8&quotNOn-Impact&quo[: Glazed 12al M22 No Yes No NIA Quality Assistance A^orwW fur Use &grayed In Il.. IiDaYd jL»� P1e,4ut 9pradr.elcPrmdr•drs Oudat A,,-, AppraYd far U92 employed Use rased D� Composite Edge Fiberglass Double Door oath or ZE4Y Product Model, Numbse a Nerve g(pp Contract Elmlydlon DMe �i�1j Outside HVHZ Re.lalanl Pressure Product Modal. NurMM or Nam• Ro0.! Osacnorlat Contraol EXOIfrDmza 41 na O1aNde MVML litldBMlt PilrrSLn vABtoul ScloOltes(Inesving/Outswing"XX or OXXO 5 PW-55201Larpe Nilsen. Imnta) ,Anyl Fled UNInd.a 04/302025 Yes Yes Yes N/A Quality Assurance Approwtlteuse Amovd far the � I Mullions for Nl Doors an d invil s Aluminum Mulloo, U51262020 Yes Ye9 Yes NJA conbgurabOns) INR Prducl Mold. Numb.. writ pLepyty, ifpp Cartracl E Ulk.u., Data 111MVAZ Outaid• NVN2 Resistant 12 LTherma-Tru Flbsr-Classic and Smooth Star hlamrtal 7&k39i08quoLNon-impacf&quot Glazed 12/312022 No Yes No NIA 2 5784 V.6,.I Numnum Muuer I2J31(2024 No Yes Yes WA Canpaslbe Edge Fiberglas Single Door (Inawing/Outseeng; X configuration) 13 m Therms-Tru RberZI-,­d Smooth -Star Np r-I 78k39,0&quotNon-ImpectBgo: t' Glazed 12/5112022 No Yes No NIA Composite Edge Fiberglass Single Door with Sk)el te(e) 0 newng/Oulswng, XO. OX a OXO I configurations) 14 n Therm.T7u Flb.r.Ctesak and Smdath.Star Nomnai 88a39;08quot:Non-Impacf8quot: Glazed 12/3112022 NO Yes NO NIA Z Cnmpfwte Edge Fiberglass Single Door (InsWing/Outswng; X configuration) 15 o Therm Tru Fiber -Classic and Srrootti Noranal MOW &quatNon-Impl.ct&guot Glazed 12131/2022 No Yes No N/A Canpci Edge Fiberglass Single Door vnth te(a) (Inswingl0utswinp. XO OX a OXO Florida Department of BU8trleat & Professional Regulation � � page I of ag Florida Department of Business & Professional Regulation Page 2a2 Florida Department of Business & Professional Regulation Pape 3 a4 16 p Thernta•Tru Pilow-CWsslc and Snwoth•Star ,onfi mnfiguntions) Naminal e&s39;08quctNon-I ripact8quot. Glazed 12f3V2022 No Yes No NIA Building Codes and Standards 1I&2021 Building Codes and Standards 10A2021 Building Codes and Standards MlIU23 campoede Edge Fiberglass Double Door with or without Sldelites (In5mng/OuLswing; XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail w mntlinal --- 17 q Thnrm-Tru Flbor-Classic and Snwoth-Star 0&ns) Nominal 68k39;88quokNonImpact&quX-Opaque 12l31/2022 No Yes No NIA ,. - +' s,i: , _ .. ... :,. ',.,,. :.': :, , . „'rp .,: . na1 :".:' .:.I : ' . I . Com rdW Ede lass Single Doe vath b g Transom(Inew ng/Outsw4ng, O!%cOnfi9ure[ion) � - :. ', . . ., � - ,. ,... � .: ,:-. -.., ; :. ,;.:„ _. r.. _. -. .. 18 I T hermla Tru Fiber-Cleselc and SiTXwth-Star Nominal 68k39;8&qumtNon-Impsd&quot Opaque 12J31/2022 No Yes No N/A C20 Entity or 20 2111 na j3aM �Sgp11 F.�.ir 2D 292 �LP�■� 120 SMA EWmLPL gal! 291 Iguit,Rp>� 2111 Composite Edge Fiberglass Single Door,.th l� Yt171gD Maewfedum EndneaaLJcane yblDMagffi �a� Yatltl:ttd arbmnm d )!gg{pygg a9{MYS mm YKSIas] ManWacturer C9tlagi Etalnwrl Lieenu vdmdd av yyaiMeg 1 �, Amor.vel A,,,,IW Bgtut 1,�ie yetym Manufacturer Brains. Bnmb•a a L,cxvs valdated..Ik xwdarag FBCAlasayd Morainal 31.1_ :,ladee) arch T,oneom (In-rallOutswng O/XD Revision 2020 Jambs Hardie Bulking Products, Ino. Chad packs V. Andn�ln Teo John Southard, P.E. 01/35/2021 12/142020 DIINQ021 Ong FIRC ARpn Revision 2020 Abide Ryan Nlck iNanp9on Lyndon F SMmlq P.E R J KHg. P.E 02J152021 021152021 02222U21 01f13/2021 Approved Revision 2020 OAF Michael Snell ROabrl Neminen JMn W. KnOaamch, PE 12nB2D22 12/1T2022 122a2022 02rDT2029 App.vee 19 a Therms-Tru Fiber -Classic and Smooth -Star O/OX or OIOXO configuntwns) Nominal 68k39,9 Squat Non impaef8quot Opaque 1213IM72 No Yes No NIA Category: Panel wdN t6091545-8188 PEAVIS2 052)367-2529 Cdeg.ry: Panel W.la (330)927-2389 PE-43409 (813)76'6555 category: Roofing 1800)78a-34n PE 59166 (MI, M8224 Compoete Edge Fiberglass Single Door vnth Sub Calogiory: 30mi chid dl-aks�ameshasd subcategory: Sachs nthanp, Q.1side cram eibCdaOory: Asphat Shmdess mshers(w cam &.Ie 0*.) (Inswngl0utawrtg XO, OX a OXO Compliance Method Etaluabw Report torn a .COT Compliance MNbod: EVNUNIM Report from a Corallande M4thod: Evaluation Report from. Continuous Flied and Silt configuration.) Florida Ragisered Wchitecl W 9 ucansd Ficrida Flodd. RegNtervd Architect ore Licensed FIWdn Florida Rbpleawd Anclidw or a Licenad Florida 20 t Teemna Tru Flner-Classic and Smooth. Star Nominal 880390 &gUee;Non-ImpadBquat Opaque 12131/2022 No Yes No NJA Prar.11 net Enpineer professional Engineer P'.fin .I Engineer Composite Edge Fiberglass Single Door mth Sldelke(s) (Inawng/OutesMng, XO. OX a OXO FLa113,19MG Products FLMs272-RS Products FUNIN24.II3D Products Continuous plead and Sill configurations) Quality Assurance (tpgowd for vet Await fa Use knDeli Oual(N As-whot Amrard fail those Awraved for use � � 9ptlNY6r urai t Apotowd for U» Amrovad fat Use Impact DIAW 21 u Thenra-Tru Flba-Glascic and Smaoth.S[ar Nominal uvt Glazed 12/37/2022 No Vet No IM/ACompo atoll Frgogcl Nodd. Nteraber aNern. P191 El,DMFI IW GOmlrpcl EMdrdlat Dda In HVKi Outside HIM Radxmt p�}surs, aura Proal Model, Number w Nalro h-�dmt choolla0a, Contact rkWratlel Dee e, NVNZ Outdid HVHZ ReahIMM Praa ura aaa a PraMet Ill leMbm g� ROdUCt DFNrlorlon Conrad E)Idfdlon Dart a1 HVHZ Outside Resonant larotsuro heEdge Fiberglass Single Do Sidel"ga Edge Fl Outs,et: SXO, Door with S1diIILP.(6a (Ins,Mng/0utsvArtg, XO, OX a OXO I Carrptnk Lisp Siding ihx-cem.m lap siring 727312023 Yes Yes NIA NIA 7 a &Wd.2T8.duo1. 9oAk Vent or Said Vinyl 9oNt 12/312021 No Yes No fUq 1 OAF Aapfui Stool 9h ngbs kr use In FBC non-HVHZ FlbuQa9v romfpee0 349p. IaMnateq, 5-tee antl 1211612025 No Yes MIA N/A Continuous Head and Sill configuntar s) 2 Hardl.Plenk Lop Siding enter -cement lap siding 12'312023 Yes Yas N/A N/A 2 b &qud A4lMnce T4li 90fl Vwl or Sdid Vinyl Safe 121312023 No Yes No NJA jurisdictions hiphkge asphalt st,0gbs 22 v Thermo Tru Fiber Clas5ic and Smooth-als, Nominal 8&k39,0&Qupt,Nan-Impact&quot Clwzed 12/3V2022 No Yes No NIA 3 csWd;GreonOrler Vmtege Beaded&#39. Soft Vent or Solid Vinyl SOM 12/312023 No Ya6 No N/A Composite Edge Fiberglass Single Door with 4 d Laud:DB&qud; Sniff vent or sold VMV Sa1M 12MlQO23 No Yes No NIA Smeles(s) (Inswing/Outewng, XO, OX a OXO 5 e Lqud,Charter 0akaqu.t Saint Vent W said Vkyl aria 12/312023 No Yes Me N/A Continuous Head and Sit configurations) 6 I &qua.Sup. Span&quot Sol V,mW Said Vinyl Sda IV312023 No Vas No NIA 23 w Therm-Tru Fiber -Classic and Smooth Star Nominal 6&k39;6&quct;Non-ImpadAquok Opaque IMV2022 No Yes No NA Composite Edge Fibeglass Door Panels with Vented S,,WWs) (InevanglOcts.whil. XX XXXoI XXXX oonflgmkons) 24 X Them,a Tru Fiber -Classic and Smooth-5ter Nominal OU30:0 &quot,Nonimpad&quot Opaque 12131/2022 No Yes No 14/A Composite Edge Pbong lase Door Panels with Vented Sidelte(s) (InswnglOubwng; XX XXX or XXXX mnfigunlrons) 25 y Thamv-Tru Fp .Clamitand Snaoth-Star Nominal 61L039;8&quat NonAmpadBquot Glazed 1213112022 No Yes No NJA Composite Eq. Fiberglass Door Panels vAth Vented Sidehnit(s) (I navdng/Outswng, XX XXX W XXXX Florida Department of Business & Professional Regulation Page, a, Florida Department of Business & Profi ssionat Regulation Page I a, Florida Department of Business & Professional Regulation Pepe. / d 1 oonfigu7ati.na) Building Codes and Standards 100.02t Bulldog Codes and Standards ISM21 BUIItlIng COdeg d11d $Idnddfd3 107021 26 z Therm-Tru FDer-Clas,i nd Srncoth-Star Nominal 8&k39,0aquot. Non-Inpaa&quot- Glazed 12/3112022 No Yes No N/A Composite Edge Fiberglass poor Pa nets vim Vented 9dellIZ) (Insenng/Gutsvmg. XX XXX a XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail "rlgUrallons) , ... - ... 1 - _.. ", _ . 27 za Therm Tru Fiber -Classic and Smooth -Star Nominal 68k39.8 &quot:Non-NorGlazed 12131/2022 No Yes No NIA CcEdge Fiberglass Single Door with 3&k39, B -. ', :' ,.. .,., .. -. :.. _... . " ' . . L i I .. - -:.: . .1 ' :. �f '... _ .:., .. 1._ . , :.:: ". - .. - - . ... . Scewaste yen Outrun XO, OX a OXO gl n9. Q91 _ _ Entity Or 20 eta Dote st nd - Di 5.494 Entity as _ Q& =1 Doe P.,Ktnp �t - Spat En64fr or p6! �M4 pace Pandno {Mt! 28 zb Therma-Tru Fiber-Classk and Smooth Star eon uratlons Nominal MON,8&quoLNon-biped&quvt Galati 12/3112022 No Vee No NIA mm V,,U1r llimi2anO L Coded EndraxA License Vdidd•d Bi Mel �(p� FBC Approval $IN- $yga vet i." 1011-alatyrg fdrd,,t Ondna.B Lkutsa Validated By aye�d FBCAommwl 6ggpyid TT(p_a var9las M9nWacluraa Contact rulahn- uc+rssa Valldmae av Validated arAmMd PAC Approvd Apeovd auto. Composite Edge riberglaee Double Door WWh R...,- 20M rAMKO Building products LLC Kent Eden Robert Marrow John W. Knozi PE 10/04/2020 09292020 I0J1227020 121151 20 Approeed RaM9lM 2020 L V. Thortpson. Inc dbe Thompson Architectural Tony Chddmen Zachary R. Prim Seven M. Ullch. PE 09/17=20 091162020 0=22020 1271Y1020 Approved R.."or, 7.020 Floi Metal Produots Inc. Clerk Jane, James L Bucker. P.EI Savwn M With PE 09Q70020 0925QO20 10,04/2020 12/tC✓W?O Approvd 3&k3gOSidehnl6(Inawingt0.t1svang: OXXO Category: Radon; (417)824-0844 PE-50166 1954)772-6224 M r.V0% CW,Pwy ITAMCOI (8131248-3458 PF-74021 1717)317.84'34 Cate Rodin gory: 9 (904)783-8400 CBUCK fe noerin d g l71?) 311-8451 configuration) subc.t.gdry: undiat ymeds kan_eden(gl.nko cam Category; Roping IMyp$mmete Maanng cam tubCategory: ROOlnp Accessories that are an .lark QOamep Mom P631242 20 zo. Thermo-Tru Fibei-Closaic and Smcath Star Nominal b&l139;0 &quoLNon-Impact&quot Glazed 12131n022 140 Yes No NJA Subcategory: Roofing Accessories that are an Hostel pad ofthe Raising System Composite Ede Fiberglass, Single Door with 39039.0 po 9 9 9 Compiler" Nehd: Evaluation Report from a multi Part .fine Rming system Compliance Method: Evaluation Report from a Sld.la,P(8) (InewinglOUtewng; XO, 0X a OXO FlOMa Reg9teratlNMlteetora LIam.M FlWida Compliance Mdhod Evaluation Repot, from a Fiends Registered Aratitect or a Ucensed Florida wntrgur ens) Prates. -I Engineer Fladda Real tored4vd,hectora Licensed FIWlde Prdes9bnal Engineer 30 zd Therm-Tru Fiber -Classic and Smooth -Star Nomnal 88N3 ;0&quat,Non-Impact&quot. Glazed 12J312022 N, Yes No NIA Pnor-ass el Engine., Composite Edge Fberylaas Double Dow with Flatltl2&RS Products F 1a216Be-R2 Products 38t39 0 Sid.iltec (Inewng/OutsWng; OXXO Ito Approvd fe U.. AraYovd fat lh• 1 � �1- FIA1Bin e-R]Prduct. configuration) '�-�f°�- OualEv AawrM,eP Ataxoved fa Use Approved far lroa �pK( ggigi 31 ze TtiOrm-Tru Fltler-Gestic and Smooth -Star Nankrel78g39,08quotNon-I nlpaOt&quot Shafer 12/31f2022 fJo Yes nW NfA $✓� Product Modd. Number a wme Prodrd Deacridbn � Outside HVHZ paella Assurance Mptovd to use Auctioned fa Use M�gj glygp �( PraAict MnaeL NiaMr or Mama �pMr k, NVN2 Outdid. MVHi �iMe(y pp,� Sara'Conapo'ite Cosa Glazed riberglass Single t TAMKO Roc/ Underlayrnonts(HVHZ) Red undenaermnls for use h F BC HVHZ WA2023 Yea No N/A NIA atNd $udid klarld. ,camberar N.m. Product D-mien '. HVHZ Outside MVMZ Reslitand ",yen 3 3- FLAMCO&quo,;RV 10 Ridge ViviN d: Aluminum Ridge Vshi for OOMed real$ feateeted 1213112024 ate Yea No WA Door oath Or without 18R39 2 Sidehfe(s) IU11sd OOft6 1 TAMC0 Flat Top OhPodge, Vitt wan Beta for Tie 20 a.. Nate roof vanbldor win bafe OaNB/2026 Yes Yes N/A N/A from 0 0'25' Alumnum inswng/Outovyrig, X. OX XO or OXO O(Xlfiguratl0ns) 2 TAMKO Root UndorF ymenle(NON+VHZ) Rod undodaymants far use in rSC nw- VH2 O62B2om No Yes NIA 11IA 2 TAMCO Glaris lock Vero 20 ga. OSW=26 No Yes N/A -01-52.5 jonsddian, 3 TAMCO Oe-Rdge Rod Von, x1M Bafk 26 0e. dsbo rmfvenbiator eI a rnlegrated belle 09)OB2026 Yes Yes N/A N/A 4 TAMCO Round Top Off -Ridge Vent with Bank, fa Tlb 26 0e. detic roof venh stor wttn baffle 09roB2026 Yes Yes N/A NIA Flcdde Department of Business & Professional Regulation P.O., a, Florida Department of Business & Professional Regulation Page 1 as Florida Department of Business & Professional Regulation P.O.1 ai Florida Department of Business and Professional Regulation Building Codes and Standards 1nn021 Building codes and Standards iarn21 Building Codes and standards 302023 Building Codes and Standards 3/15/2022 Product Approval Applicator Detail Prod Product Approval Application DeU111 Product Approval Application Detail Product Approval Application Detail . . ...,. .. - : - , . .. COW lylm YJoIgD M f �g j out Endorser A Dcense y�,2L 1NKt wit ate Perking pygm= FBC Aoom,N 291 �,� adus r" mutt V"gD �g,�gLg F.IIi10L� Contact Engne. a LJceae validated 5, Bel data y� f Dot, Pndna FBC AmrwW BEt� Ibword Rp(_[ L394 nuyini chi' lamkiurM JDbte or gmao End1y.M & Lkmm Vddetod Dy 21t Rat Dw Paid ra 31■pl w PAC AMOVW l�s � limm FLf16259-1i Ranslon i320 L-ncn Kahlna Jolley James L Book- P E Seven N Urlcl, PE 112N2020 I VM2020 II29n,320 ding FBC Appr ReNsion 2020 Baal Roofing Andenan Rath APIAO Unlaem Evaruanm Gary W Walker 11,032220 11A)2i2020 11IW2020 Approved Revision 2020 Global Protection Produce. LLC. Tim Raba- Walter A Tea Jr P E John W KnKevkh. PE 09,082020 MIV2G20 1NO12020 12/15120,N Apr,-da) Code Cn+Nsr/yr WR =1 ne+� nett status Pitt CalegWy: Raising 150110616163 PE-31242 (717)317-&4'J Cdpay: Roofing (801)380-6091 SOMOOS LLC (105)B54-011" Cdagay 5huaere 1954r 6B9.7545 PE-Ni61 (054)7726224 T-_ Version Manufacturer Contact YI3� Fiylneer& Validated By Validated Submitted f.YLbMlig. Approved SubCalegnry:RaingAGta Woo. that sasn InteraPirteftheRoMngSys- ilelleyQdnner-on, 6ubCal.gary:RooingTiles, Compel-Mdhod:EvdudlMReport (.tma Ra)mMd...QbWalca m Subcategory: MI. Psi timrcan.-agppaNca Revision 2020 POLYGLASS USA Maury,Alpert, License JohnW, 10/26/202010/2212020FBC 12l15l2020 CryrpllanceMdhod:Evelusti Repallrprns PladuoEwluetbnEntay Caroller Ndod:Evaluation Resawtom0 FledaReglderederchlectoraucMeselFlood. m Category: Roofing 58542331330E malperbl;�pDlyglass.com Robert Nieminen KnezeVich, 9g011202 Florida Regldered Archied a e L Kensed Flonda F LA7u14Rf 2 Prrarruds Pfdetelalal Engneer Subcategory: PES918$ (fl54)?72-6224 11J01/2020 Prded4md Engnxr Quality Assurance Amend far We Amrovd for Uea knea DeMm PLki8075-Re PrOdud. Underlayrnents Compliance Method: FLen20z-Rs larodea9 Quality Assurance P4grInK OrU6f AgyovdeIjVKZe .,gaol §ga 8 Pr.LNI MreW. Nmb•r a Name productQ-th,donDan-,, ConL.ad Eplydipn Oda FlalPdb Danver,CO 2312020 In HVHZ No Outside HVM2 Vet )jl MIA MIA �aag[8 NIA ■NA QualllvAuuartce $ap a rapm •t MAZWt Aaorovd far U.. Marov.d for Uas 9 elf�,j, �i 8i( gyej� )die,■ fo[eye� Evaluation Report from Elg.E Prrdud Media. lambs sir Names Predict Dacurlptbn Cpphad EsolMlpn Dale In XVXz oMi.lm HVHZ �� Pra_ciaa Pressures 17 Thai.a..pete,Slale,CdunlrySale,Splt2tlEXal.m rnald, aamv: Mnvan Slushy 600- Bette. Shake Barri Sod Shake Flat Profflo Soodon CA 12/312020 No Yes N/A NIA 1 20 Ge9eCelvanued 5ted Slam Panels/HVHZ Camgeud(3slvanuad seat Sorm Panel. retuned 12/31=23 Ye. Yes Yes WA }A a Florida Registered I Dack-Aire oA-4 cv TRFBurn L4ck-/ur DA-4 Lo.�Prd4e. Pdypropylene Plastic, Rod Vent 121102025 No Yea No •975/-57.5 i6 S. ,ey 800 - SI.la. Shake 8.mp. Split Shake Flat Prole Riaio, CA 12f312020 No Yes NIA WA or not by inch, to provide hurricane prdedlon Architect or a Licensed McChanit&iy Mustered to Pywoad Deck 19 Saxony 700 Shake, Slate damp; Split Shake FId Prole Stockton, CA 12/312620 No Yes NIA NIA 2 24 Gage Galvanized SON Storm Ponels"JI(VH2 Corrugated C6elvmized Steel 91orm Panels rolen.d 12/31=23 is. Yes Yea WA Florida Professional 2D 21 Sexasy 700 - Shahs, State hemp. Split Shake T.I. E.p>na/Bencelona Flat Profile - Risko, CA 12(312020 Wph Profile - Katy, TX 121312020 No NO Yes Yes NIA NIA MIA PUA or not by lock, to provide hunlcaM pro a slon. is [(D Engineer FL#626t2-R31 Products 2e V,II. Lim Praia -K,ly TX 12,112070 Na Yes NIA N/A Quaff Aep(Jratee RMV*d for use Contract ESdradon �Z eDOr=LWUse outside NVfIZ gygt Deli Pressure C/�/�■ �+ i 9 k Product Model, Number or alarm Product l>oacrl pion Data 1 Polyglass Roof Underlayments Rootng underlayments 10121= No Yes NIA +WA/-622.5 1 Polyglass Root Undertayments (HVHZ) Potyglass roof underlayments for use m FBC IM3/2023 Yes No WA WA � ■e.'w' - �+ HVHZ Iss 2 Polyglass Root UntlerlaymMtc (non HVHZ) Poyglass roof undMayments. Tor use in t2/2Y2023 No roof vrid Yes WA +WA/-622.5 O FBC non-HVHZ Judadwtheres Florida Department of Business &Professional Regulation Pape t a 1 Florida Department of Business & ProfeBa anal Regulation P.w I a1 Florida Department of Business & Profeassional Regulation Pap,, a1CD L� 1 Polyglass Roof Underu ents (HVHz yl7 ) Polyglass roof urcen mentsfor use In FBC 1212X=3 Yes HVH7 ludcdidtone No WA WA Building Codes and Standards 125/2022 Building Codes and Standards ,02021 Building Codes and standards 1A/2021 OL 2 Polyglass Roof Underlayments(non-HVHZ) Polyglass roof undenayments, for use m IM32023 No FBC non-HVHZ Yes NIA •WAI-022.5 Product Approval I cation pp Application Product ova c A ication Detail PPf PPI Product A oval Application Detail Approval PP Q jurisdictions , , .,,' , 1 Polyglass Roof Underlayments Psi less roof underlayments for use In FBC1212312023 Yes NO WA NJA vat Y Yg 0 < HVHZ unsdlchwls. ��.y+aa.a�� _ � - ,lwlz�w . ''I I , , .1 .. I ­ I I . I I I .1 I I I " 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underlaymeri for use to 1212MO23 No Yes N/A +NIA/-622.5 226 Entity or J� DBtt Date PandlBe 29A pea. ErM or Put pat Dee Pendnd DAL, � BSIty oror 291 20 Dab pndnd Dolt FBC man-HVHZ Judethdoona. No NIA N/A T Version Manufacturer Contact Engineer a Lleeme Validated ev Validated Submitted FBC Approval roved Approved status T1'g5 yuMgD MtOrlasasYasL Coastct Endn..r&Lc.nn vendd.d t3v YtIldMtg, $YQmOUg FSC Amrovag �M1tag liUpas Tee V.nipn Manrdac,urer SSDItas Endn•erluoeruae ydiadd By Y�4ffi f9C.dggmyn EpotaJtel $idyl. "#'� 1 Polygess, Roof Undedayments (FIVHZ) Pdyglass roof underlaymeMs for use in FBC121232023 Yes Rervieron 202) All American Shutters and Glass Mks Barbieri Frank L Ben nardo, PE Troy Bishop. P.E. 101282D20 10115I2020 11105/2020 12/1512020 Approved Poyalm 2020 Alpine stuen Lees. ICC Evaluation service, L.LC Wunm, M. Ranter, PE 101312020 iM22002D 11.05(m20 IV052020 Apprdwtl R-u0ton 2020 Com"r4lal Concede Prooucltnc. Rcben 011ie gamu.1 A Oraenbcrg John Hoy 12/16=20 17/11i 12/29f1020 Ong FBC AOW I IVHZ juhadi:BOns. Category; Shutters (561) 712-9882 PEA046549 (954) 947.OBBO eatepory: Stmdural Components (3211710-3377 (407) 681-1917 CMaOory: G"CIWal Components tall 3)6593707 PE34245 052) 588-5511 2 Polyglass Roof Underiayments(non-HVHZ1 Polyglass rod undedayments, for use n 12/232023 No Yes WA +NIA/-022.5 subcategory; Storm Panels mik.b@.l lemaricenshume auhcat"Wy. Truss Plot.. .I...Qalpineiteaen St"ahigory: ROWas introduced 6, a Rteult of pmcasignlaeyehoo.00m FBC non-HVHZ jurisdictions Cc mphance Method; Evaluation Report from a rs. com Camphane• Method; Evaluation Report tom It Prod.0 F-1.0.1 Entry Nw Technology C-011 Evaluation Ripon Ran Florida Registered Architect or Licensed Florda Prolf-i nal Engineer FLBINMI moducla u.M.mod: a Flald. Registered Archllacl ors Licensed 1`10d. Prd.a.-I Empnrev O FLf176B9RS Products Ousakv Assurnne• AWO,sal rig Use Aap-W Me Use m•.0 p.9b, L Qualm Amy nince 6jagLQatlfar Ufta Approved for Use I �p@pi beaten �gB Product Modal. 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Cdsppry: Smudur.l Components RabetIaakf.,in Q,veyerne Category: Pend Wit a40?1 509-2008 PE-62514 (717) 317.84U Subcategory; Truss Flea, eealdkm m cam (205) 549.9900 t4 r Subcategory: Engineered Lumber -.to- arbCatepary'. Sofia sign ealununumhc®yano rWoll-o Mdhod: Evaluation Rayon florn a Canplance Plaagd: Evaluation Report from a Co n ilnee lfethod: Evdueuon Report tans o ew Product Ewluelion Emery Product Evaluation Entity Florida Reged d Archllacl a a Licensd Florida, Z FIJ21B7•R10 Products FL.11521411 products Profenimel En gneer Ouduv A.s� row Aaaaowd for Use Amarovea for Use ImolBl � Quality issuance Approved fa Use Awrowtl la Use gpgtgi D$ylMl FL1785444RS Rodurcfs J §Igo Prtalud Model. Number or Name Product Daacridan Contract E,alydlon Data In NVHZ Outside HVHZ $ttit{pas pitOiyQ $ffili Product Model. Numbrra N- Product Deacr bllan Conftact Exaltation Did, mHVNZ Out,W HVHZ Resident P37esurl Outlay Assurance ARmowtl f gtytt Apdrowa for Use firseact Dot 7 M16AH3 18 94 high 9benpm Iru9s canntdo plate 12f312024 yes Yes NIA rv/A 1 Minolta, LVL Laminesd V...r Lumber 03/312023 No Yes I4/A N/A $egg Frodual Model Nuartler or Nam Nudu:t 09acnmon Coryrad Espudlpp Dam )p-(y11yZ rra.lda MwyIz JjaUliiOl F.t8F551[A 2 M189HS 10 go super high strength truss CMneaOr plate 1213112024 Yes Yes N/A NIA 2 Perelem PSL Parallel Stand Lumber 03131202E No Yes No Yes NIA N/A WA NIA 1 Alpha Nuinum Shco Bamp. Wried Alummum8ot111 Alpha Aluminum Solid Bamp, Vented Admklum Or(302023 No Vas No WA 3 18 ga. yea. cmneaa side 12f312024 Yes Yes NIA NJA 3 TimberStand LSL LaMINUNd Strand Lumber 0MV2023 fannd No Yes NfA MIA CMU aartp; Wood SrMIV Cm damp. Wood 4 MT18HS 18 tie high strength tdcc conneda oldie 12/312024 Yes Yes N/A NIA MT A 4 TJ Rkn Board Slrudurel C.mpoalte Lumber a Oriented 037312023 5 MT20N9 M 2 S 20 go high strenplhVu99conheaapl.tc 12/31/2024 ,,cotea Yes Ye9 IVA H/A N)A 5 Weyerh.-W Rim Could boardRmBoard Oriented Strad Board di Board 03/312023 No Yes N/A NIA SHEET N0, 6 18 ga. 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For additional Information regarding Florida's Statewide Product Approval System and Mflmi-Dade Cduniy Notice of Acceptance (NOA), 'LICK HCRE FL#2355-R7 eygp Product Model, Number or Name Product Description 1 Tten Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Then stainless steel masonry screw/ FL#9589-RG Sea k Product Model, Number or Name Product Descriptlon 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112, SD10212 Strong -Drive SO Connector Screw 3 8D@112SS, SD9212SS Soong -Drive SO Connector SS Screrw 4 SDCF22434. SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber -CIF Screw SDCF221134, SUGF221334, SUCF271958, SDCF272358 5 SDCP22434, SDCP22512 SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR.27400, SDHR27614 SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300. SDS25312, SDS25412 Soong -Dive SDS Heavy -Duty Connector Screw SDS25500 SDS25600, SDS25800 8 SDS25112SS. SDS2520OSS, SDS25212SS, SOS2530OSS SDS25312SS Strong -Dore SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#1D007-RB ,§W Product Model- Number or Name Product Description 1 ATR3/8, ATR112, ATR5/8, ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATLJD14-2 Aluminum Take -Up Device 3 BP318-2, BP1/2, BP112-3, BP5/8-2, BP518 3, BP314, BPW41-3, BPRTU03-4 Beanng Plates 4 CNW318 Cl CNW518, CNW3/4, CNW5/8-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD65, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, GTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3, 144. N5, N6 Heavy Hex Nuts 7 RTUD3. RTUD3B, RTUD4, R1UD4B. RTUD5 RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take Up Washer 10 URS3 3/8" Uplift Rod Run Teclown Systern 11 URS4 1f2" Uplift Rod Run Tiedown System 12 URS6 5/8" Uplift Rod Run Tedown System 13 URS6 3/4" Uplift Rod Run Tiertown System FL#1o441-R6 AW Product Model, Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10122 Hold-down 3 HDQ8, HHDQ11, HHDO14 Hold-down 4 HDU2, HDU4 HDU5 HOU8, HDU 11 HDU14 Hold down 5 HPA28, HPA35 Strap -style purim anchor 8 LSTHD8 LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MRA144 Strap�style purhn anchor 9 PA 18, PA23, PA28. PA35, PA51, PA68 Strap -style purim anchor 10 PAI18, PA123. PAI28. PA135 Strap -style purhn anchor 11 STHD10 STHDI0RJ Strap -style hold-down 12 STHD14 STHD14RJ Slop -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3(y2020 For direct links to all SST approvals Ned bola&, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Miami-Dede County Notice of Acceptance (NOA), COCK HERE, 21 LB series hangers Top flange hangers available in width of 1 9116" and heights ranging from 5-318" to 15-lf8" 22 LBAZ serves hangers Top flange hangers available in width of 1-9116" and heights ranging from 9.3118" to 13-1/8" 23 LEG3. LE05, LEG7 &ones hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from W to 33-1/2" 24 ME05, MEG7 sores hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1/7' 25 MIT series hangers Top flange hangers available in widths ranging from 1 91le" to 5- 1/0" and heights ranging from 9-1/4" to 24" 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1 9116" and heights ranging from 3-316" to 7-1/8" 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 118" and heights ranging 9-114" to 32". #10860-RS Seo # Produd Model. Numtaer or Name 1 ABA44 ABA44R,ABA46,ABA46R ABA66 ABA66R 2 ABU44, ABU44R, ABU46, ABU46R. ABU5.5, ABU5.6 ABU65, ABU66 ABU66R ABU85 ABU86R, ABU1010. ABU101OR, ABU1212, ABU1212R 3 ABW44Z ABW44RZ. ABW4@Z, ABW46RZ, ABW66Z. ABW66RZ ABW7.7 4 AC4, AC4R, ACE4, ACB. ACBR, ACE6 5 BC4, BC46. BC,JR, BC6. BC6R. BC8. BCS2-2/4, BC52-3/6 e C844, C649, C848, CB66, C1368 7 CBSQ44-SDS2.. CBSQ48-SDS2, CBSU66-SD52. CB5086-SD52, CBS088-SDS2 8 CC. ECC, ECCU Series 9 CCQSDS2 5 ECCQ-SDS2 5 Series 10 CPT447. CPT66Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPB65 12 E-PS4Z 13 LC844.LCB66 14 LPC4Z,LPC6Z 15 MPB44Z, MPB66Z, MPB887 16 P844, PB44R, PB46. PB66, PB68R 17 PBS44A.PBS46. PBS66 18 PBV6 PBV10 19 PC44-16 PC46-18, PC48-16, PC64 16, P066-16. ERC44-16. EPC46-16, EPC48-16, EPC84-16, EPCSB-16 20 PC4Z. PC4RZ, PCSZ, PCBRZ, PC8Z, PC13RZ EPC4Z. EPC4RZ, EPC6Z, EPCBRZ EPC8Z, EPC8RZ- 21 PPB44-AZ PP844-6Z 22 RPBZ FL#10866-R5 spa M Product Model. Number or Name 1 FJA, PSA 2 FRFP 3 GH46 6. GH46-8, GH48-6, GH48-8, GH410$ GH410-8. GH66-6, GH66-8. GH68-6, GH68- 8, GH610-6, GH610-8 4 GLB5A, GLB58, GLB5C. GLB50, GL67A, GLB7B, GLB7C, GLB70 5 GLBT512, GSLT612. GLBT518 OBLT616, GLBT520, GBLT620 6 HGLBA HGLBB,HGLBC,HGLBD 7 HGT-2, HG7-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded COILImn Base Bolted column caps with Wi ranging from 3-114" to 9-112" and W2 ranging from 3-5/8" to 7.112" Screwed column caps with Wi ranging from 1.1 M" to 9.1/7' and W2 ranging from 3-5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedowm Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12602020 Fa direct [nits to all SST approvals listed below, CLICK HCRE. Fat addtional information rogarding Florida's Statewide Product Approval System and Mori-Dede County Notice or AcMptance (NOA). CLICK HERE FL#10 46-R6 §221Product Model. Number or Name Product Description 1 A21, A23, A33. A34, A35, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APB44R, APVB66, APB68R, APBW APB88R, AP61010, AP61010R, APVB44, Outdoor Accents Post Bases APVB44R, APVB68. APVB66R. APV888, APV988R, APV61010, APVB101 OR 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger e APL4, API-8, APT4, APT6, APVL4, APVLB, APVT4, APVTR Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 IDS Dry Wail Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, HA, H10A•2, H10S. H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist To 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L30, L50, L70. L@0 Angles 21 LCE4 Post Cap 22 LS30.. LS50, LS70, LS90 Skewable Angles 23 LSC2 Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ. LSSJ21 URZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR21, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevvable Banger 26 LTP4, LTP5 Tie Plates 27 ML23Z,Mli M1_267, ML287 MI-2107 Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28. MMLU28-2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC. RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 34 STC STCT, DTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FLp10447-R5 Seq # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3. DSC2LSOS3, OSC5R-SDS3, DSC5L SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5.25r3-25. HHRC5. 37r312, HHRC66 6 HRC1.81, HRO22 7 LRU26, LRU28, LRU210, LRU212 8 LSU26, LSSU28. LSSU210 9 TBE4,TBE6 10 TC24 TC26. TC28 11 THA29, THA213, THA218, THA218-2; THA222-2, THA413, THA418, THAC418, THA422, THAC.422 THA426, THA422-2, THA426-2 12 THAi1.81122, THAl2.06122, THAI2.1122, THA1222, THAI322, THA13522, THAI422 13 THAL422,TIAAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJIJ26, TIIJU28-W 16 T513132-24 17 VPA2,VPA25,VPA3,VPA35.VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Far rsreet links to all SST approvals Ibelow. CLICK HERE. For addtbn it Information regarding Florida's Statewide Product Approval System and Meml-Dane County Notice of Acceptance (NCA), LUCK HERE. FL#10456-RS a§W Product Model. Number or Name Product Description 1 BT, BTB, BTH Brick 1 ies 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 C514, CS16, CS18, CS20, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression(rension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.5A, 13, H8, H7Z, H16, H16S, H16 2, H16.2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTfedown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5, HSS2-2-SDS3. HSS2.3-SDS3, HSS4SD53 Heavy Stud Shoe 11 HST2, HST3. HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HIS30. HTS30C Heavy Twat Strap 13 HTSC16KTZ. HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21 I.STA24, LSTA30, LSTA36 Straight Straps 16 LST149, LS1I73 Straight Straps 17 LT820. LTB40 Bridging 18 LTS12, LTS16, LTS16, LTS20 Light Twist Strap 19 MGT Mod iu m G irder T aedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28. MSTC40 MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC66B3 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MS7160, MSM72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10 18, NCA2x12-16 Bridging 27 RCW812, RCWS14 Wall Bracing 28 RPS16, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1. SP2, SP4, SP6, SP8 Sold Plate To 31 SPH4, SPH6, SPHB Heavy Stud Plate To 32 SS1.5, SSZ5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115 ST2215, ST6215, ST6224. ST6736 Straight Straps 34 TB20. TB27, TB30. TB36, TB42, TB48 T1354, TB56 T860 Tension Bridging 35 TWB10, TWB12, 7VdB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W8106, VS106C, WB126, WB126C, W8143C Wall Bracing F3[Fir Product Description 1 CSH2 37x5 5, CBH2 37x7 83, CBH2.37x9.75 Adjustable Hip -End Connector 2 OU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hp Corner Plate 3 HGU3,63-SDS. HGU5.25-SDS. HGU5.50-SDS, HGU5.62SDS, HGU7.00-SOS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS. HHGU550-SDS, HHGU562-SDS. HHGU700-SDS, HHGU725-SDS, Light Sbpeable/Skewable U Hanger HHGU9A0-SDS Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210.2, HHUS46, HHLJW HHUS410. HHUS5.50/10. Truss Clip HHUS7 25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I-Josts Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTIJ210 2 Multiple Truss Hangers 9 IIIJ, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9-SDS, HUC01 81/11-SDS. HUCO210-2-SDS. HUCO210-3-SDS HUCQ310- SOS, HUCQ410-SDS, HUCQ412 SDS, HUCQ5 25/0-SDS, HUC05 25/11 SDS, HUC0610- SDS, HUCQ012 SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct Inks to e11 SST approvals Ned belav, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NOA), CLICK HERE FJ #11468-R5 Sec # Product Model. Number or Name Product Descriptian 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCO210 3SDS, HIJC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2. THGBH3, THGSH4 Joist Hanger 5 THGQ2-SDS3, THG03-SDS4 5, THGQH2SDS3, THGQH3-SDS4 5, THGQH4SDS8 Joist Hanger 6 THGW3-3, THGW3.4, THGW4-3, THGW4-4 Joist Hanger FL#11473-R5 Sea # Produd Model. Number or NameProduct Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 11 H16S, H16.2. H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI5, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAI6. HHETA20 HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 1_012. LGT3-SDS2 5. LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META16, META20. MFFA24 MFTA413 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Soap for Masonry lee 149&R5 .,ea # Product Model. Number or Name Product Description 1 OTT1 Z Deck Tension Tie 2 HD12, H019 Bolted Holdowns 3 1-036, HD513, HD7B, HD913 Bolted Holdowns 4 HTT4, HTT5, HTT5-3/4 Tension Ties 5 LTT19, LTT2UB, LTTI31 Light Tension Ties FL#13628-R5 Sea M Product Model. Number or Name Product Description 1 SB518x24, SB718x24, S81x3O SB Anchor Boles 2 SSTS16, SST820, SSTB24, SST628, SST634, SSTB36. SSTBISL, SST620L, SST624L SSTB Anchor Boles SSTB28L FL#13872-R4 Sect X Product Model, NUM bar or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 2 HRS6. HRS8. HRS12, FHAB, FHA9, FHAl2, FHA18. FHA24 FHA30, MSTI26, MST136, MSTI48, MSTI60, MSTI72, S/MST27, SIMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA16, MSTA21, MSTA24 5 LSTA9,LSTA12.LSTAI6,LSTA18,LSTA2I,LSTA24,ST292.ST2122,ST2115.512215 6 LSUBH3.25, SUBH3 25. MSUSH3 25 7 LTP5 8 I TS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12 ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, ST6238 11 MTS12, MTS18, MTS18 MTS20 MTS30, MTS24C, MTS30C 12 S/B1.56, S/B1.81, S/B2.06, SJB2 37, S152.56, S/82.68, S153.12, S/83.56, S1B3.62, S/B4.06, S/84.12, SI134.28, S/B4.75, S/85.50 13 S/BA2.1218, SIBA2.12/10. SIBA2,12JI2, S/BA2.12/14, S/8A4.1818, S/BA4.18/10, S/BA4.18/12, S/BA4.18/14 14 S/H1A 15 S/HD8S, SIHD88, SIHO10S, S/HD10B, S1HD15S, SIHD159 16 SHDU4, S/HDU6, SIHDU9, S/HDU11 17 S/JCT, S/HJCT Product Description Lolled Straps Straps 97 mil (12 ga) Heavy Twist Straps Straps 43 mil (18 ga) Straps 33 rnil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 ga) Straps 68 mil (14 ga) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Desariotlon Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9118'to 3-9118" and heights ranging from 9.118" to 23.15/16". Face -mount hangers Faoe-mount hangers available in widths ranging from 1-5/8"to 7- 318" and heights ranging from 5-5116" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5 118" and heights ranging from 4-3/4" to 15-314". Concealed flange version (HSURC, HSULC) available for all double 2X and IXmodels, only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16" Face -mount hangers E-MT-�­ --- R Simpson Strong -Tie 2020 FBC Approved Products Updated 125W020 .-.- For direct Inks to all SST approvals Wed below, CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System end Mom -Dade County Notice of Acceptance (NOA). 18 SIL.BV1.56, SILBV1.81, S/LSV2.06, SILBV2,37, SILBV2.56, S1LBV2.68. S/LBV3,12, Top Flange Joist Hangers S1LBV3.56, S/l62 S/LBV406. S/L8V412, S/LBV4.28, S1LSV4.75. S11-13115.50 19 S/LTT20, SDTT22, 5/HTT14, Hi HTT5 Hoedowns 20 Siliol , ^~/MST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, OTC Truss Clip 24 TSD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 J=g Product Model. Number or Name 1 CCQM3.82-SDSHDG, CCQM4 62-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, CCTOM4132SDSG CCTQM5.50-SDSG,CCCOM362SOSG CCCQM462-SDSG. CCCOM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3 62G-KT, ECCLLQM04.62G-KT, ECCLLQMD5,50G-KT. ECCLRQMD3.62G-KT, ECCLRQMD4.620- KT, ECCLRQMD5.5OG-K1 3 HGUM525 HGUM5.50, HGUM7.00,HGUM7.25. HGUM900 4 LGUM26-2, LGUM26-3 LGUM2641, LGUM28.2, LGUM28-3. LGUM28 4, LGUM210-2, LGUM210-3, LGUM210-4, LGUM46 LGUM48 LGUM410 5 MBHA3.12/9 25, MBHA312M 1 25. MBHA3 5617 25, MBHA3.5619.25, MBHA3 56111.25. MBHA3.56111 88, MBHA3 56114, MBHA3 56/16, MBHA3.5SM8. MBHA5.5017.25. MBHA5.50/9 25, MBHA5 50111 25, MBHA5.50111 88, MBHA5 50/14, MBHA5 50/16, MBHA5.50118 6 MBHU3.56/9.25, MBHU3 56/11.25, MBHU3.56411.88. MBHU3.56114, MBHU3.56/l6. MBHU356118, MBHLf550/925, MBHU5.50/11 25, MBHU5.50/11.88, MBHU5.50114, MBHU5 50116, MSHU5 50/18 FL#13975-R6 Seg N Product Model, Number or Name 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500. SDW22000, SDW22638, SDW22634 2 SOWC15450, SDWC15800 3 SDWH19300DB, SDWH1940OD8, SDWH19000DB, SDWH19800DB, SDWH191000DB 4 SDWH2740OG. SDWH27600G. SDWH278000, SOWH271000G, SDWH27120OG 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 6 SDWS19800, SDWS19712, SDWS22400,SDWS225OO SDWS22512. SOWS22600. SDWS22800, SDWS22900, SDWS221OW, SDWS221100, SDWS221200, SOWS2215DO 7 SDWS2230ODB. SOWS224CODB.. SDWS2250006 SDWS226000B, SOWS22800DB, SDWS221 ODODB 8 SDWS22312DBR, SOWS22512OB13 9 SDWS27300SS, SDWS2740GSS, SDWS27500SS, SDWS276OOSS. SDWS2780OSS, SDWS27100DSS, SOWS27120OSS 10 SDVVV13400 11 STN22 Product Description Masonry Per Caps Masonry Per Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-Drive,SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong-Drve SOWS TIMBER Screw (Intenor Grade) Strong-Drve SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-R3 Sea Product Model. Number or Name Product Description 1 AS 18, AS ISS5, AS1858 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 Sea # Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-5Q GOPM-75, GDPM-100, GDPS, GW-50. GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL. Powder -actuated fasteners threaded studs, and assemblies PDPAWL MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated 12rbo/2020 F ct t ell SS roval Istedb low. CLICK HERE. orotre I Ink s o Tapp s e . Fa atltltbnel Iniametlon regarding Florida's Statewide Product Approval System and Marta -Dade County Not" or Acceptance (NOA). c,�,,,lc_): HERE 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 15/8" to 3- 9/16" and heights ranging from 4.5/16" to 11" Concealed flange version (HUSC) available for models, having width equal to or greater than 3-9116" 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 5/8" and heights ranging from 9-1/4" to 16' 13 LGU3.25-SDS, LGU383-SDS. LGU5 25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z,LUC2107 Face -mount hangers 16 LUIS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 10-15116". 17 MGU3.63-SDS, MGU5,25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Faoe-mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- 1/8" and heights ranging from 6-15116" to 19.1JT. 19 MUS26. MUS28 Face -mount hangers 20 SUR. SUL. SURC. SULC series hangers Skewed face -mount hangers available in widths ranging from 1 - 9/18" to 3-9/16" and heights ranging from 3-1116" to 13-3/4' Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 6" and heights ranging from 2-5/8" to 11-114" FL#10867-RB Sec X Product Model. Number or Name Product Descrlutlon 1 BA series hangers Top flange hangers available in widths ranging from 1-9/10" to 7- 1J8" and heights ranging from 7-116'to 30" 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 118" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- 518" and heights ranging from 7.114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 518" and heights ranging from 9-114" to 24" 5 EG5, EG7, EGO sores hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11"to 32-1rZ' 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/4" and heights ranging from 11.114" to 37' 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 5-7J8" end heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in wMdths ranging from 3-1/4" to 7- 1/8" and heights ranging from I I" to 32' 9 HB sores hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 8" to 30" 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" and heights ranging from 10-112"to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-1/2" to 32" 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 9/16" and heights ranging from 18" to 28" 14 HUUTF series hangers Top fiangejnist hangers available in widths ranging from 3-1/8" to 3-9/16" and heights ranging from 5-318" to 13-118" 15 HUTF. HUCTF series hangers Top Flange hangers available in widths ranging from 1-9116" to 5- 1/2" and heights ranging from 3-7/16" to 15" Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16 to 7- 1/8" and holghts ranging from 5-3/8"to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 5.318" to 37' 18 ITS serles hangers Top flange hangers available in widths ranging from 1-9/1610 3- 518" and heights ranging from 9.1 /8" to 16' 19 JS series hangers Top flange hangers available in width of 1-9110" and heights ranging from 5-318" to 7-114" 20 JBA series hangers Top flange hangers available in width of 1.9/16" and heights ranging from 9-3118" to 13-118" Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals Ned below, CLICK HERE. For dxxha addi inlamauon regarding Florida's Statewide Product Approval System and Mama CLICK l-Dade County Notice Acceptance (NOA). �„K HERE. 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (ST82, STB24SS, SrWASS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 staleness steel 7 Titan HD (THO-H, THD-HMG, THD-H4SS, THD H6SS, THD-CS, THD-CS8SS) Titen HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (T HDB25158RH, THDB3715aRH, THD37212RH, Titen HD Threaded Rod Hanger for concrete TH050234RH, TH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 $W Produd Model. Numtheror Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (S"1`62) 5 Torten 2 (TTN2) 6 Titan HD (THD-H4SS, THD-H6SS, ID-CSOSS) 7 Titan Turbo (TNT) FL#16937-R3 sea x Product Model. Number or Name 1 X34DI016.5K,X1S1016,X1B1016.41K,XQ1S1010,XQ161016-4K 2 XLQII4T1224.XLQ114BI224.2K 3 XMQ114S1224, XMQ11481224-2K 4 X01 14S1 224. X01 14BI 224-2.5K X1 14 S1 224, X01 1 2S 1224, XQ1 12BI 224-2K 5 XU34S1016. XU3481016-5K FLM320-RO •yW duct Model, Number or Name 1 DSSCB43.5 DSSCB46, OSSC648, DSHS 2 FCB43.5, FC845 5. FCB47 5 FCB49 5, FCB411 5 3 FPHSD34S1018, FPHSD34B1018, FPHS03401016-5K FPHSD34S1214, FPHSD3481214,FPHSD3481214-5K 4 LSFC2.25, LSFC425, LSFC6.25, SFC2 25, SFC4 25, SFCB 25 5 LSSC4.25, LSSC6, 25, SSC2 25, SSC4 25 SSC6 25, MSSC2.25, MESC4 25 MSSC6 26, MSS04.26KW, NISSC6 25KW 6 RCKW3, RCKW5.5, RCKW75, RCKW3S RCKW5.5S 7 SCB43 5, SC845 5, SCB47 5, 9CS49 S. KB411 5, MSCB45 5, MSC847 5 8 SCS32-5/97, SCS62-5/97, SCS62-51118, SCS825/118 9 SCW3 25, SCW5.5 10 SJC8.25. SJC10.25, MSJC825, MSJC10,25 11 SSB3 518 12 XLSH34B1 414, XLSH78B1 414 13 XQ1S1018, X01B1016-4K, XQ1S1214 X0181214-35K. X078S1224. X078BI224-3K, XQ1I4S1224,XQ1I4B1224-2 5K,XQ112S1224,XQ112131224 2K,X346101e-SK, X1 S1010, X1B10161 X1S1214, X181214-3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET.XP High -Strength Epoxy Adhesive for masonry btrong-Bolt 2 Wedge Anchor for masonry T iten 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steelwith hex head, and 316 stainless steel with countersunk head. T@en Turbo Screw Anchor for concrete or masonry Product Description #10-16 Strong -Drive X Metal Set -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong-Drivo XL Large -Head Metal Self -Grilling. Tapping Screws with #5 Drell Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong-Dnve X Metal Set -Drilling, Tapping Screws with 06 Drill Point #10-10 Strong -Drive XU Metal Set -Drilling. Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fbred-Clip Connector #10.16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self. Drilling. Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Dnve XLSH Shouldered Sot Drilling, Tapping Screws #10-16 412-14 and #12.24 Strong -Drive X Metal Self -Drilling, Tapping Screws Q.i i cu � 0 U N O d O O " .� CU U 4_0N to (1) n -0 Ct3 V O cu rn C= 0 0 Q L N � O CCU L.L O .0 L O O L Q ,Q .0 �� /19� v Q Q /fi^1e nW W r� CD CC 0 �e U 0 CL SHEET NO. PA 1.31 _ I I I I -A 1 11 11.. - I I I!•11 !- I " I 'I L.. _ _ - 1_-L I._ I I ! I I 11 1 ! I.-_ I -_ I -ar Qi Co (1) U MIA141, DE M AAG-DADE'C0MN'1i 011. PRODni CT'CONMOL SFC'nON PGT Industries, Irtt. PGT Industries. Inc. N p �-. PGT Industries, Inc. Q C 0 11905 SW26 Street Room208 NOTICE, OF AC'C'EP� DUNCE : EVIDENCE. StB_1IITTED NOTICE OF ACCEPTANCE : EVIDENCE S[B5IITTE,D a) C ca -0 a' DEPARTMENTOF REGULATORYAN•DECONObIIC RESOURCES (RER) _Mmmcc FlorAs 33175-2414 BOA" A.N•DCODE AD'.4 NISTRATIONDr1'ISION -r(7S)314 2 Qo F (,a6) W- s9s -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0) V � Cn 4? NOTICE OF A CCEPT:�N C'E (NOA) www.ntsmwdade.tov.eco.oas 1. Evidence submitted under pr ei�ous NOA D. U':- LIT1 ASSU?RANC'E Q (D A. DRAWINGS B. TESTS (continued) Miami DadeD artil]e21t of Regulatory and Economic Resources RER e gu ( )- N -O U -0 .O o O PGT Industries, Inc. 1070 Technology- Drive, 1. Manufacturefs die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-9-4�, '_11A1ERLkL p . = L 0 O O- North Venice. FL 34275 (.Submitted render :10_d X& 11-0107� 04) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E. C'ERTffICATIOV S o = aC O LL SCOPE: 2. Drawing No..1iD-5570.0. titled -AVnayl Sliding Glass Door NOA (L:M)". sheets 1 3) Water Resistance Test. per FBC. TAS 202-94. 1. notice of Acceptance No.15-0528.14 issued to Vision Extrusion Learned for their G_ � � � 0 � � This NOA is being issued under the applicable rules and reQulations governing the use of c anstrtictton materials. 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 Z3 Mite Rigid PVC Exterior Extrusions for Windows and Doot s` .dated 08.13 1 �. -_ LL .� O O documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to 04�'05.17. signed and sealed by A. Lynn Miller. P.E_ 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 expiring on 09i3Q � 19. " "�-E (DQ be used m :4Siamt Dade Unity and other areas where allowed by the Awbonty Hail u* 1wndrettou (AHI). 6) Forced Elm Test _ per FBC. TAS 202-94 2. Notice of Acceptance No.116-092d,08 issued to Vision Extrusion Limited for their 3 � � � O M tZ This NOA shall not be valid afieathe expiration date statedbelow. The Nfianii-Dade County Product Control Sew eom B. TESTS along with marked -up drawings and installation diagram of v+im�rl sliding glass door. prepared 1000 Tan 20_ and lighter Shades (Non-Whiw) Rigid PVC Exterior- Extrusions for L- U) Q (in Miami Dade County) anciorthe AIiJ (rti areas other thani4lianiiDade County) reserve the right to hati a this 1. Test report on 1) Uniform Static Air Pressure Test- per FBC_ TAS 202-94 by Fenestration Testing Lab. Inc.. Test Report No. FTL 85�49, dated 11,06,'15, signed and Windows and Doors". dated 121'48.`16. expiring on 12,'29r2I. -Fm ' product or material tested for quality. a ssurance putposes- If this product or material fads to perform in the accepted 2) Large Missile Impact Test per FBC'. TAS 201-94 sealed by Idalmis Ortega. P. E. (Test report revised on 12;D4 45 and 02111;16) 3_ Notice of Acceptance No. 1,"528.15 issued to Vision E.+►•tnision Limited for their � - mantier. the manufacturer will mcurthe expense of such testing and the AHJ may immediatelyrevroke. modif}% or 3) C'y-chc Wind Pressure Loading per FBC_ TAS 203-94 6_ Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 "'Brown Coated (Painted or Laminated) White Rigid PVC- Exterior Ein usions for, � C CM suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this aloe with drawings installation din Prep of vinyl slid glass door. prepared 1' P � ? ? '?- ) Uniform Static Air Pressure Test_ per FBC. TAS _0 94 o,' � Windows and Doors'. dated 08113.15. expiring on 0. 30� 19. = acceptance. if itis. determined p icabl u-Dade County Product Control Section that this product or material fails to nicer the requirrnients o f the applicable building code_ . _ by Fenestration Testing Lab, Inc.- Test Report No. FIT. 8717. dated 12.'07.�15. signed and Pam' 3) Water Resistance Test. FBC. TAS 202-94. 4 Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA. This product is approved as described herein and has been designed to comply with the Florida Building Code. sealed by Idalmis Ortega. P. E. (Test report revised on 02:15;16 and 02214 6-) 4) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non white) Rigid FVC Exterior including the High VelocityHumcane zone 2. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 5) Cyclic Wind Pressure Loading per FBC. TAS '203-94 Extrusions for Windows and Doors" dated 09 15,16_ expiring on 01'04r21. DESCRIPTION: Series "557W2 770" Vinyl Sliding Gla ss Door (Reinforced) w;'"-o 900 & 1350 cornet's -Lail. 2) Uniform Static Air Pressure Test_ per FBC.. TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared `•_ Notice of Acceptance No. 16-I1 12.04 issued to ENERGI Fenestration Solutions USA. .A- WROV AL. DOCUMENT: DrawingNo. -AID-5570.0 Rev B, titled -Vtuyl :Sliding Glass DoorNOA fL' 1j". sheers 3) Water Resistance Test, per FBC. TAS 202-94. by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552, dated 1 `04"15_ signed and g � Inc. for their `Bronze and Lighter Shades of Cap Coated Rigid. PVC' Exterior 1 through 21 of 2 1. prepared by manfacturer. dated 10 05. I 5 and last revised on 4-'02;'y 1. signed and sealed by � 4) Large Missile Impact Test per FBC', TAS _41-94 sealed by Idalmis Ortega, P. E_ (Test report revised on 02,�15,'2016) t Extrusions for Windows and Doors" dated 0915116. expiring on 04i16�_0. A. Lynn A4ilier. P_E.. bearing the 4iiatin-Dade County Product Control Re-nsion stamp with the Notice of 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, -White Acceptance number and expiration date by the .% iarni-Dade County Product Control Section 6' Forced Entry Test, FBC, TAS 202-94 ) ? -) Large lviissile Impact Test per FBC, TAS . 41-94 Inc. for their d P31'C' Exterior Extrusions for Windows and Doors' dated 1IISSII E IMPACT R ATLNG: Large and Small lliissile Impact Resistant along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 3) Cyclic Wind Pressme Loading per FBC. TAS 203-94 08.10,47. expiring on 01:218,18. Limitations: by Fenestration Testing Lab, Inc._ Test Report No. FTL 85-46. dated 11,106 15, signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7- Test reports No(s). 10-002-792(A), 10-06-M052T 535753-09_ per ASTME-84. si`pressures. reinforcements types_ l . See table 1 (sheets and table _ (sheet �) for applicable SGD unit sizes. design sealed by Idahnus Ortega, P E. (Test report revised on 01.04.'16 and 02,'11 2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated ASTNID 1929 and ASTMD-635. issued by EXOVA to Vision E.xtnision for cellulosic glass types. sill riser (see tables B-1 & B-_' _ sheets 7-8) and anchor layout sheets requirements in 11 thru 16. 3. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 1119; 10, signed and sealed tn, Jorge A_ Causo. P. E. (Submitted tinder .N'0.4 ,Vo.11- composite material- ' _ Rigid White PE'C. Tan (Non -white) Rigid PVC and Brown coated (Painted or lanuaated)white Rigid PVC to be 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 $10' 04) (Subtrihied under .V0.4 :No. 11-010 04) labeled per refereacedNOA's requirements. 3) Water Resistance Test. per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 8. Notice of Acceptance No_ 14-10916.11 issued to Kuraray America.. Inc. for their 3. Egress operable doors must comply with min clear width or height per FBC requirement as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 201-94 -,Senn-Gla s g (Clear and White) Interlav-er "_ expiring on 07,041.1 S. 4. Pocket walls under separate approval. to be reviewed by Builduag official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC, TAS 2:02-94 9. Notice of Acceptance No.16-11171.01 issued to Kuraray Anx ica. Inc. for their LABELING: Eachunit shall bear a permanent label with themamihctuurr name or logo. city. state and series and 6) Forced Entry Test. per FBC. TAS 202-94 4) Large Missile InVatct Test per FBC. TAS 201-94 "Trosife11 Ultraclear. Clear and Color P3B Interhy ers'•, expiring on 07-08i19. following statement: ' v arni-Dade County Product ControlApproved". noted herein along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 RENEWAL of this NOA shall be considered after a rewtval application has been filed and there has beenno by Fenestration Testing Lab, Inc.- Test Report No. FTL 85.47. dated 12f 04,E 15. signed and 6) Forced Entry Test. per FB C. TAS 202-94 F. STATEMENTS change in the applicable building code negatively affecting the perfcdmanee of this product_ sealed by Idahnns Ortega, P_ E. (Test report revised on 021-46) along with marked -up drawings and installation diagram of vliryI sliding glass door. prepared 1. Statement letter of conformance with FBC-;'h Edition (2014) and FBC'-6tb Edition TER_NW AIION ofthis NOA will occur after the expiration date or if there has been a revision or change in the 4. Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 by Fenestration Testumg Lab, Inc_ . Test Report No. FTL 6337 (samples A-1 thru A-5 ). dated (2017-). issued by manufacturer, dated 0&'14:17. signed & sealed by L-vmn Miller. P.E_ materials. use. and'or manufacture of the product or process. `disuse of this NOA as an endorsement of any product, 2) Uniform Static Air Pressure Test_ per FBC_ TAS 202-94 12:06,10. signed and sealed by Jorge A. Causo. P. E. (Submitted under A'0.4 1 o.11- 2. Statement letter of no financial interest. dated 04.19,17. issued by manufachuer. signedmi for sales. achertisine or any otherpurposes shall automaticallyterminate this NOA. Failure to comply with am- 3) Water Resistance Test. per FBC. TAS 201-94 010' 09) & sealed by Lynn Miller. RE_ section of this NOA shall be cause for termination and renroo ml ofNOA. 4) Large N'lisslle Impntt Test per FBC, TAS 201-94 3. Letter of lab compliance. part of the above test reports. A.DVERTISEXIENT: The NOAnumberprecededby the words IvEami-Dade Comet. Florida and tolkrywed by the 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 C. CALCUZATTO'NS 4. RER Test Proposal No. 17-0387_ dated 05'05 '17. signed by Ishaq Charnda RE. ex vation date may be displayed in adyv-rrtisia .literature. If anY ortion of the NOAis displayed. then it shall be P sP g P P _ 6) Forced Entry Test, per FBC, TAS 102-94 i. Anchor verification calculations and structural analysis, complying with FBC-2014, mg done in it entirety. along with marked -up drawings and installation diagram of vinyl sliding glass door- prepared prepared by PGT, dated 12:09'15and last revised on 01'15,' 16_ signed and sealed by G. OTHER LNSPECTION: A copy entire shall be roeidedto the user the manufacturer or its distmibutocs and P P y by Fenestration Testing Lab, Inc._ Test Report No. FTL 85.48. dated If6;'15, signed and AnthonyL. Miller, P.E. {Sttbrrtrtttad urtder':1.0_4:`v. iS,1.10.01). 1. Notice of Acceptance No.15-1210.01. issued to PGT Industries. for their Series ,hall be available for inspection at th job site at the request of the Building Official. seated by Idalntis Ortega, P. E. (Test report revised on01,-D4,� 16 and Q1r1 li16)_ ?. Glazing complies with AST14IE-1300-09. "5570r"2770" 11•'in; l Sliding Ghiss Door (Reinforced) - L.!�IK-.. expiring on 04'14,211 _ This NOA revisesRrenevniNOA :�_0-Oa_9.0. and consists ofthis page Iand evidence pages E-1.E-_.E-3.£-4. 9!,.•;1 _l;ga,.l. �1..,,. I ;1,.'�.. E-i & E-6 a.s well as appro .-al document mentioned above_ The submitted documentation was reviewed by Isltaq L Chtnda, P.E. Ishmq I. Cha"a, P.E. IAaq 1. C'hauda. F.E. - hhaq I. Chasda, P.E. Product Control Unit Supervisor Product Control UiLit Supervisor Product Control Unit Supervisor NOA No. 21-0:4E.03 NOA to. 21-0206,03 NOA No.:1-0205.03 NOA -No. 21-0:Oc.03 I1AKHMOSCOUN7Y ExpirationDatel Apri114,:026 ExpiratiouNw. April14,2026 ExpirationDatel Aprill4.2026 f xpiration Date; Aprill4,:026 Approval Date:\larch +- + + Approval Date: \larch 26,10:1 APP Approval Date: \Larch :S, 2021 APP Approval Date: \larch :X:0+_I � PaEe1 Pa e I E-1 E-2 E-3 PGT Industries, Inc. C GI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTAN'CT: EVIDENCE SU RMITTED 'NOTICE OF AC C'EPTA-NC'E: EVIDENCE St'B IITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBW- r ED -. Evidence Submitted under rev-ious submittal p E. �LkTERL4L CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Suoet• Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRAWINGS 0.881 BTU -in; mar.-ft=-OF, ASTNI F l2149 W %-'TR Pass. ASTM D3985 0.xygen-Pass, ASTM E A. DR 'WINGSI 1. Drawing No. nID-55 70.0 Rev B. titled "Vinyl Sliding Glass Door NOA (LNI)". sheets 2190 I.G. Durability -No Fog -Pass. (Subluitied under punions A'0_41A-6.1 5-0409 05) 1. Drawing No_ 10-5570.0 Rey B. titled -Vinyl Sliding Glass DoorNOA (LMY'. sheets 1 1 through 21 of-2 1. prepared by manufacturer, dated 10,05?15 and last revised on through 21 of 21_ prepared by manufacturer. dated 10;05.'15 and last revised on 02 01,'2 L 04f22.20_ signed and sealed by A_ Lynn Miller- P.E. 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -in,, signed and sealed A_ L}mu Miller, P.E. br_-fF_0F. ASTINI F 1249 W'VIR-Pass. ASTM D 1434 Argon Pemneance-Pass_ ASThi E Tote: This revision consists r larement of same e�:ist installation screw with flat head- B. TESTS 2189 I.G. Durability -No Fog. ASTNM E 546 Dew Point Development -'0°F in 48 bra_ 1. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 102-94 (.Subm itred under .VO-4 .Yo. I5-0.109.05). 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 7. Vision Extrusions- Ltd_ Parts conTly-img with PVC-AANIA 303-13_ Voluntary Specification B. TESTS 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Polysiriyl Chloride (P'%C) Exterior Profiles for Vision Extnisions• Ltd.-VEX-1 by 1. Now. 4) Large Missile Impart Test per FBC. TAS 201-94 AA.%1A Fenestration Exterior Profile Certification Program- (Snbniitted under V0.4 Vo. 1 5_ 5)Cyclic Wind Pressure Loading per FBC, TAS '203 -94 0409.05) C. CALCULATIONS E along with marked -up drawings and installation diagram of all PGT Industries. Inc. 8 Vision Extrusions- Ltd_ Parts complying with PVC AAMA 303-13. 1_ None_ representative units listed below and tested to qualify Dow•sd 791 and Dow•sd 983 silicones. (.9tibm itted under V 0.4 Ao. 15-0409.0 ) NC'E 4) prepared by Fenestration Testing Laboratory, Inc_, Test Reports No-: 9 PVC°_A AMA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior D. QUALITY ASSI 1L FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09;03.44 Profiles for Vision Extrusions. Ltd.-VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). J- FTL 20-2107.1, PGT SGD780 Ahiminum Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Progr= 2107.2, PGT C A740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.1-4 issued to Energi Fenestration Solution. USA. Inc. for E. JL-ITERLAL C ERTIRC ATIONS Ca 2107.3, PGT PW7620 A Ahtminum Fixed Window ([unit 9 in proposal) and FTL-20-2107.4. their -Ian 3040 & light shade (non -white) White Rigid PA-C' Exterior Extrusions for 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their PGT PW7624A Altmltnum Fixed Wtridovv (unit 10 in proposal) dated 0713120. all signed Windows and Doors', expiring on 02i0+%?I. "TrosifoRk Ultraciear, Clear, and Color PAB Glass Interlayers-. expiring on 0708124. � O and sealed by � Idalmis Ortega. PE. 11. :.Notice of Acceptance No. 18-0122 A2 issued to Energi Fenestration Solution, USA. Inc. for 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America. Inc. for their � omeli series . A16te Rigel PVC Exterior Extr usions for «indow-s and Doors'-.. expiring on "SentrrGlavl, (Clear and White) Glass Interlavers'`_ expiring on 0704;`13. Q C. CALCULATION S 0228,"23. 3. 'notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their -Brown 0 1. Anchor verification calculations and structutral analysis. complying with FBC 71h 12. Notice of Acceptance No. 2"203.03 issued to Energi Fenestration Solution. USA. Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for•"mdows Edition (2020). dated 04,221,20, prepared by manufacturer. signed and sealed by their ::_Bronze & light shade cap coated White Rigid Pi'C' Exterior Extrusions for and Doors", expiring, on 0930.!14. L� U Anthony Lynn 141Mer. RE Windows and Doors-, expiring on 041,16,25. 4. Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series '_. Glazing complies with ASTAIE1300-04, -09. -12 and -16. "VE 1000 Tan 202 and lighter shades (?ion-ii1ite) Rigid CeIlular PVC: Exterior D. QUALITY ASSU'R.kNC'E F. ST ATE'.IIENTS Ernusions for Windows and Door's-, expiring on 12.29.21. � � )tii�vnrDade Department of Regulator and Economic Resources (RER). 1. Statement letter of conformance to FBC Id, Edition (2020), dated 0+21,20. issued by L- manufacturer. signed and sealed by Anthony Lynn Mi11er. P.E. F. STATEI4IEN TS � E. li3iTERLAI. CERTffICATIONS acturer. dated 2. Statement letter of no financial interest and of independent. issued by manufacturer. ' 1 Statement letter of conformance to FBC 7Edition (2020), dated 41;'01:"I. issued by L Notice of Acceptance No.19-0305.02 issued to Kuraray America. Inc. for their 04il8, 20, signed and sealed by Anthony Lynn Miller. P.E. manufacturer, signed and sealed by Anthony Lylnn'Miller. P.E. "Trosifolg U'ltraclear, Clear, and Color P1B Glass Interla ers-. expiring on 3. Private Labeling Agreement document between PGT. dated 03.30.45 and signed by all 2. Private Labeling Agreement dated 0108,"21 between PGT Industries, Inc. and CGI CU OT-08,24 involved parties. Windows ndolws and Doors Inc_. signed by Dean M. Ruark, P.E., V.P. Engineering. on behalf of V m 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America. Inc. for their both ccm9panies_ � Q . Senn;t-Glasl (C lear and White) Glass Interbyer•5' . expiring on 07 04.23. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their ..Brown 1_ This NOA revises NOA# 17-0420.06 (PVTw^CGI) and updates to FBC-2020 (7dkEdition). G. OTHERS Coated (Painted or Laminated) White Rigid PVC' Exterior Extrusions expiring 04- ?21 j21_ L This NOA revises & renews NOA# 20-0429.05 (PLA w,CGI), expiring 04,'14 r?6.. for Windows and Doors". expiring on 09: 30;24. 2. RER Test proposals #19-1155 dated 01.10120 approved by Ishaql. C'handa_ P_E. exxpiring 2. The current associated PLC CGI file #21-0205.01. expiring 04'14 26. O _ C5 4. Notice of Acceptance No.1.8-1106.11 issued to Vision Extnusions Limited for their 04,14,21_ w � series -VE 1000 Tan 202 and lighter shades (Nio" bite) Rigid Cellular PVC r, ,:.. ; ;;,,,,.'1. 2 Exterior Extrusions for""indows and Doors-'. expirW on 1119�211. Q Ishaq h Ganda. P.E. Ishaq I. Chanda. P.E. z J Ishaq 1. Chanda. P.E. Product Control Unit Supervisor Product Control Unit Superri_or Z Product Control Unit Supervisor N0A No. 21-0:05.03 NOA No. N-0205.03 Q NOA NO. 020:+.d3 Expiration Date: :April 14.20:6 Expiration Date: April 14.2026 J Expiration Date: April 14, 1026 Approval Date. March 25.2021 Approval Date: \Larch 26. 2021 tZ Approval Date, Alarch 2i , 20:1 E - E -6 E -4 SHEET N0. March 6, 2023 PA 1.4 - --o (D N U) U MIAMI•D,ADE MiAMI. DADE COUNTY O O Q C 0 lZ•1711W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC 0 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 .#-.+ CD •0) U fn NOTICE OF ACCEPTANCE (NOA) — www.miamidade.eov/economy (1)-0 V 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 -O O O = (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 C3_ Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, L DrawingNo. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 o f s �" 1. Drawinl, No. FD4612, titled Precast and Prestressed estressed Lintel Details", 1 of N .0 LL Co prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. I,T4612, titled 1, prepared by Craig Parrino, P.F_., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " _ � O O > SCOPE: "Cast -Crete 4", 6" & 12" lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Sgfe Load Tables", sheets 1 Lintel ,Safe Load "fables'; sheets 1 through 3 of 3, lost revision dated 06/12/14, all ,� '— E O LO 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 #I dated April 28. 2003 boor through 3 of 3, prepared by Craig Parrino, P.F.., dated March 24, _003, last prepared, signed and sealed by Craig Parrino, I , E„ on 08/19/I {. >e� �,CL _ (gyp The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated Marclt I1, 2008, all signed and sealed by Craig Parrino, P.E., on — o W Co 4O Q U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS -� (AHJ). B. TESTS March 22, 2012. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529- 94, prepared B. TESTS I. None. �. m C. CALCULATIONS N o Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research l.aborotories, Rppor! No. 30404A, dated 114//0/03, signed a»d 1. None. o this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher.4. Flamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.136, Q by Craig Parrino, P.E., by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, prepared signed and sealed d a modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke P P J g this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig 1. None. D. QUALITY ASSURANCE 7 �o D. QUALITY ASSURANCE v. 1. By Mianri-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 Regulalory Affairs. = d This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane 2. Calculations for Cast -Crete Lintels, dated 05129103. 140 pages, prepared by CraigE. Parrino. P.E., signed and sealed by Craig Parrino, P.E. MATERIAL CERTIFICATIONS T A A Zone of the Florida Building Code. E. MATERIAL CERTIFICATIONS 1. None. ii DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual.for Cast -Crete Machine Made Precast Lintels revised on May 1. F. OTHER 1. Letter front Cast -Crete USA, Inc., dated 08/I9/2014, signed and sealed by Craig prepared by Craig Parrino, P.F.., dated March 24. 2003 and Drawing No. L'1.4612, titled "Cast -Crete 4", 6" & 12" 2002• 1. Letter from Cast -Crete Corporation, dated Fehruary 03. 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets i through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last T 2. Cast -Crete QualitySystem 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 1 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. L74612, titled I None B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Sufe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. Atone. 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 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MJ any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Regulatory and Economic Resources (RER). y h p f g' ry E. MATERIAL CERTIFICATIONS 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. 1. None. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Leiter 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. 1. 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 F.-1, E-2, E-3, E-4 and 1 - E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. �� I� A. Makar, M.S. Pro�uct Control Section Supervisor -- _ T{ ^� A. Makar, P.E. M.S. Y , , L% Ieimy A. Makar, P.E., M.S. 1 NOA No. 20-0630.15 NOA No. 20-0630.15 Pro�uct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 �. MIAMr•DADECOU� i •...� , �� Expiration Date: 09/I1/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 o� �2 0l7a 2 o Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 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. Norte. 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. ,gone. 1. None. F. OTHER F. OTHER 1. Complianc•e Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108/17, 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- 0 A. DRAWINGS Crete USA, Inc., dated 06/I1/20, signed &sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of L L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Scrfe Load 'fables", sheets I O through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 0- revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. on V January 22, 2019. B. TESTS 0 1. Atone. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U 1. By Miami -Dade County Department of Regulatory andEconomic Resources (RER). E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER 1. Article of Conver•sion_for a name change. O L w G' e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z QD Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J F.-4 E-5 SHEET NO. March 6, 2023 PA 1.5 /I 11 ILI ECO INC. - _ TILLIT TESTING A ENGINEERING COMPANY WA I T'FR A. 'rlu TT, JR., P.E. totem(C- eol.com rL re.,_M, NA wIT PL 1: A La-- W RIN,711 PRODUCT1ALAA UATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Globalproleadon PMcla is LL&. 4800 S.W. 61 Street Davis, Flonda33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Ttlllt, Jr., P.E. (System ID At 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method 1 D of the Florida Department of Business and Professlonal 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 EVID ME-S RNI TTED: Z 1_FRQW1;TEVALUATION DOCUMENT (P.E.D.I: Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Wafter A. Tillit, Jr., P.E,; dated 07/28/2020. This drawing Is an integral part 4A1AIs Evaluation Report. `++r+a�``�ER A; 714Z r,, P.. No. 44167 e Ik F IT r 1- al'JO11;�.•OPIOP'.';;F1Y 6355 N.W. 36th Street, Suite 305, Miami, Florida 3,1166 - Phone: (305) 871.1530 - PRODIICTEVALLl9'CI41YBt';COHT.D41, 20462M 2 2.2, TE T REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc,., Reports # 96-669 dated 08/C9/1996, #96-570 dated 09/18/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilben Diamond, P.E. and Report No 0219.01-09, dated March 4. 2009. signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate. P.E. 2,3, STRUCTURAL ENGINEERIN-ULALCALATIQRS; 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 Tifteco, Inc., dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P E. I -MISSILE IMPACT RESISTANT; Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND 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.D.), drawing No. 20.176. 5. INSIAL1L AT_ION. 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. N 0'. IIAI I11'14 I'll, '..N_S ,.,.....,[/T11 _ s�Q;'" C,ENSF-'5 - r.- -2 I-NO.44167 I <, * i*- .- _ ,'1,,,SS/UNALE: ,voG' FFIFIIII I IINI+11 rENEROI.JiY.L : a 1) IN CASL 11.E PRECAS7 SINK, ON LITMAST 711ILRUE r'AhRI'.. S"JCCLI ':.V ,a'OU'J B(-01 Of r(11i,I, IN 1.t OEin_ITOR-aa-9)E[ Lx':,IING WAIL. ANCTIONiS ,'-I LV IIONC. WO(.11 TO RLKI• r.l MNN VRJ('IUR; WHINE S,'I'lf rµ114 STORM PANEL $HIiWN ON rw, rRomIC, (VAIUAr" VO(.UMEht IPEO) IIAS oEEN W„NV IFU IDR rDM4`,IµO ✓1 AY.:4lMAG( SHhI BE A5 MlNnk.EO IB.1) µI,' IN li Tl ACCOnmmCE Wr I-( 20:U Inn EDrTLTNq or FIT r1oRIOA nURDING :ODE :• TO_jdlSllofa. 9'EV0 '.Mtn.. 5PiC6)C.. M T'_ - D.7Z MRL _ ,/4•. ,A-coN µc,oPS. A$ AMA I ACTUR(D M I I It bt."Di,, N.. CN LOADS PEP 3(CTIDN OF T CODE, UR[ EU. VCTI NM ' FOR WIND Iv-10 PN FEIWR FE ITT µ1, ,'µF'. M/.n PL VS µL.URS. N: MµIN AC rLIRC.I: Nr 11 ,1 (' ICrI+I ICTI�II rIN1CI Mid. FOR A THE lii IFRI,AIRM ITT BEN%1 SlEEU A, R(NR+CO HE RI SF PS MIT Itr7- wMM41 ITMI.[]: AND 1 14 CTRU t o o (Ar. 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I I ) rT h O S M'r IU,. at PFHW rIr W. I .r 1 P , A' MINI 1' fr: C S . TD {RE J':(, �. W %T- L) , NCN SrHW.D +L. C� [xl'r, ANp .' MRwn.w Hlq wN:" wrl N( nrv(-; = �•. F'F�TXi+--nr-- GLOBAL PROTECTION PRODUCTS, LLC.I arc `/"��2- LT-F-!LM�cE- :i +AM .•;'ART r--- ��O TAT Or ;-0". (off •.'V� of 1.. 1 20-176 $.ti . ON •Y - (_IX,a._ I-Aii . '�' .,- r. �, _ I. ,l T It.ra �WI� AWr n.w s1. `FFFIIu;ONA 'CSia(aN,FLIyA,,r.Y"I+.NF•(CMR _.__ .-_.-.- LET: W4,LA.A .rI • - aKE' or le -------- INSTALLATION DETAILS FOR REGULAR PANELS(I &J JM_ EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES COI YRIE ANOORa (SEE SCKDULE ON Co"Kii"t ANp+ORS ,` SWr15 6 ,NR000,I /) 5n, w-routit ON '- "O'c fTE NR;NOPTI YNEm 9 II.R 9) E D cONtin ANt1A , � n16TNC POURED ) (Sp W.4TRAL o• n II (QE 9c.eDtu[ IN I ,I CONCPrf REWRIC0. I1 SnCri a rapt/-H to a [YKI RdMEp ,. I �. 9M[A 9 TlgPgl �� r - /+'F-�W/r sa 4n 1 CONCRETE REWRED. I _.- y;N _ I .. •• M:n.- 11� b/1.',-,qlr - L__ 1,/.. 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(SEE SCHEDULE I'[1aM1 )ON -�oF 'm RAR+WR i -// 9 LiHEC- B h 9) OlA9A I 1 1 I 1( .,= i NQILEs5__2Q19WT)OtLDL_SE_-t(QNs "'a" "i ' , 1 4e .T ; I I TOP h BOTTOM MOUNTINGS CM BE I ci-I � i .NMIINN11"', COMBINED M ANY WAY TO SU'J MY ',ffivSL A:.T/[(�l!� INSTNun(x+ _-._.._L�_._.-__1 4,aaW+p�tL� .' SOW$ OCENS` '•' FLORIDA BUILDING CODE Velocity (High Hurticons Zone) F,,$.W. "OUNEQ, . - CONCRETE - 1/4•' E 0 S * . I Inom macs..Ic. AF.ONPED. COr F , %, 7 I I 20 GAGE GALVANIZED STEEL STORM PANEL rw.Z P, (STD ,ED ON ;'y''.. SATE ^ * = F.._ ----- m/an9eo s.Frrs a AIRpMCH 9)'�` p.. A '"F + `°'- ,. GLOBAL PROTECTKN PRODUCTS. LLC. o,tF. -.. _ f IL ECROINC :K- NRIOf \. sari aW. Ia.rur F_-- CEILING FLOOR MOUNTINit 4I.?i' 4 d l 11W�Mk, / EMNKERNL7 CpNAN, O.NC. R 15)111 y''Ili NAL + "� +•'L-' ..,. Isl M1-Ine F"". Pam__. nM I" R.aa. <95.)ee9-,Ne. r.x tu.Nw eErol 20 t 76 N ' SCALE 3/6-1' Rs,"I -- M,AWwC ,N IIFIE G opG9719 - ._ -- [ . MCW,L at/wrt WM1TR A Tun ,.. PL oA I. W - -- - 9,Im , n le PA n TCTY. t UATEOM REP W NO,._2JLN722.Q1 6_ MATERIAL CHARACTERLSTICS AND SPECIFICATIONS: 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 10, 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 Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-ODO6719). .0 ... '\\CEN,Te''•. . -.= 110. 44167 =__ s.e• .* -*le `.':.� 1e'•::;d5.,o: STATE OF 'Ti' 0 0AL.. r[ORIq •',�' ., F' •.L,....• �, ,l'hs(S/ONALE 3I"'- f/1111ffIIoo'111 YVAT1LL D-1 TIL TECO ADMON RECORDS 1 P. E. REPORT 201 GLORAL PRO) ECTION PRODUCTS, LLC 120 GAGE GALVANIZED (STEEL S70RM PANELI ORVOG # MI761 REPORT # 20-0728.01 1 L ECtJ �Nc_ TILLIT TESTING S ENGINEERING COMPANY __'_ watax.RA. rlLLfr,JR,JtE. PRODUCT EV LUATION ORT A BFP REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protectlon Products-._LLCE 4800 S.W. 51 Street Davie, Florida 33314 IIh6GJ(0)DOI.CVw RI. PE 4-NIM161 I" ,, I Ir.An. N." IV16". 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 10 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 SUBSBMffTTM It PRODUCT EVALUATION DOCUMENT (P.f X0. 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$kad+p T�/fj71s Evaluation Report. �-,k,Ek,A..,1Q,� F,, _ �� '��,\CENSF'.�. "___- � �-'�i-t167 �1. s X i .0 - STATE OF "' ..I0(�• f[0RlpP .�, 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1� � At353',eoi-1531 COMPONENTS FOR EQUULAR do LIFE SAFETY STORM PANELS (SCALE 1/2=1-) _ 15196' (NOIAL WIDTH) - - tI 500' (ETl-ECTNE WIDTN) - 6 250' - , 3,50' - .-1.3'Ho' -. - 1.3150' - ' ;� . 1N •.I -- - j,,,, - !I "d •,/ , h _'4` •'E, - �: - _ 1.350'-_ 0.036' WN THK`i f• 1.3W, - - - - - '-L GNVMIRED ST[Ti ,---'-5, 1 _ If`'`' 1 - / I �- S ASIN A-651 r K i v,/.I ��' _ MN THOU \ ooW •,'\ 65 r / STFFL ''G %" HEM YC 9 ' EDGE CRAG[ 60 WNM yy +a ED ' /J T-"T r e5 I' G--6V GALV EDGE . 2000' .2�0'• .C. • .Elini TYP EDGE GNNA•N2FD 1- /� AS,M A-651 '/ fIAw 50 MR"WJM {'• F- 2.000' DETMI A_r � , 2�p`, I� I N,,R,U � '/ I [R:TAR. A._ _ COCC _ i-MAIL A 1 - - - - - 'S' IT 48.E ,e•I . ir...__.._._. f- __1 1 f ,./%'' I_MTALL A `..,i, A, f 48d 'y. ''t I _ J __ • •A � SSO---' a F _ -. 6.250' JSO _ T STORY PANEL © END STORM PANEL 2 107, - )P G '.250 i - 2,87' 7 HWNEIY CN0 LIP R/ HEMMED EDGE _ ' too' I '' 110- L ,_.ISO_.�I R Q 12" _ _ /IY-.TO. :/4Y [U. �Ta• -t =S- - 30, SFTnFS rW 4[RlS _ /50'-- _ -4 R. R a - R.O Ar , _ __E.'m.^j , ,�. _ 0 OB' 100 2 i 3_ 5 I I I ��' l 09 3' ,rill' I r -T-'.. __._ _ .),_1 i S' -IH I i) ,I 2 000- 2. 25' S$ I'm RVIEO 5S. 5, nM RA TO µOM. I ro ANGLE e , 11 , )' OC -_. _ _. 4 9- I 1 1 Sp(1' .50P' ,�_-_�__T-1___:3 -O ISU ._ _1 . - 'I,I I I' i9J9' 091 T'TS' - I'1 i73' -!1 I' Ii1 939' SEF . 1 DC Nl I 1 5 1 ? t FkMMFn_ ill :, 0. t 375 �1L . I(3 5 I L. - \ ; I _'_ , I25' F i 1� - - I 1 _ iI I I�TV �'' ; � 0) ` R -�1 R 500' S09' ETRIC VIEW DETAIL am- VI. 1i A) ; - 2 ooD - `nu _,"If, 1.00 " ROUNOCr/ CORNER O ENDS GF PANEL'S FOUNDED END ur' W/ HEMMED` EOCC RAE R _ ±h7 _IIEM3 ��uJl O e_IIEAQER O �, , ANGLE ANGLE WITH STUD @ ANGLE WITH (N,T S) REVERSE STUD 1 I vARN3 SEE MI -..f 1 ,/I♦ • Tr+♦ a]4' ---- I I l.3.a- ' .IRO• ' 1 , I �„��,. 375" /: 1 407', 063' 6I5' � - TOP EDGE OF PANEL j- . 096- 186' - I 1 1 I , 1270' 656' J7.• ow - ISO( I" -. 310' ' `[5' /.'9-]O. aoF SFRNa _ T : - SS a11A ai iFO TO 6.0' I AfKIE . 12 ,/]' GG I i r I 6 7,' e ]t' \ I J9U- 1 5" J 06 3 1 .SOD.. I 4 5/ 16`I MOLE 'OR 1 ( 1....� - - 093' R.,TS' �. 1 0, �, 50 i'A LOG,TIOI. AT EV{IW PANEL OVEWM �.f.- 1 ..1„ 065' I •1 , , _ _ 1 I�H ' r , , 004' WASHER 625'.' - zDoo' "-,") 7DOD' � KEY HOLE _ _ DIS1• _ © RE' TRACK ANGLE 6/ 3/8" WFW TRACK (7) FLAT PLATED - 094' 0.036WITH M',,S1 _ SNY Dn1 \) STUD M. IV ,ONG _ UN,VAN,TFTI S,EEI ) Ddl'I '.N SR- AGRIA- TI(��T 1TNP��' CEN '' `�'P 3. S3I 'll/ L- 5F1I u ' =-) )s o.44167 3�5-N' M12.7e 1 :*I FLORIDA Vsioci ��---'-�- 25n' I 063'_ _ 7AMAG NICKEL ., , _ _ I`e7s• ruTEo 6"NG N„T PP BOTTOM Fact c[ °A"EL g *: * 'z-q. STATE 0 _/(`Y ` 'ItC BUILDING CODE (HI h HurtIcons ZonlI ..'FmP mfrw. Wc. 20 GAGE GALVANIZED STEEL STORM PANEL FP n -- - 2.Oo0' - Dom/ , © KEY HOLE A T PANEL s, FF •....�,r...• x S ,- - 11 0, to i - o�/»note GLOBAL PROTECTION PRODUCTS, C. P OW T5 LL as I Ix7•xt/aW . - 1 1 F NFIIINN ` '�i?_•; a. t .eoo 1 SIREIT one. n mt. AL ALUMINUM ANGLE AAmt IHX; P, I15E IIF/ NUM DUAL MprlwnFR;, WASICR w/ N+onlfAaA r ; v A+v w.;. m +ti.1a •.o.FA , PHONE. n5.p1»-15.5. FAR,(96./- n97 20-176 .... tat n,A ILAR Ar'-•u, - )/9'o+)/S]• RASHER isA9Trm S:FCJ OR IKNfI PA1fC S'rTl) FL[ 9EK/SIOIMnaE/Mn -tFILM? 44f••� MR-- - aARRn W- wKRA A nMJI h. PE - �'-W -_.-- - -- - «,e7 . I RE 9e INSTALLATION (,DETAILS FOR REGULAR PANELS (1; dE (i i END WO DETAILS FOR INSTAUARON IN PUB COiJCRETE. INTO EXISTIflO POURED CONCRETE 01 CONCRETE _BLOCK STRUCTURES COK'RETE RACK OR WOOD CAUR IN OR PAN9LMAn 'EVAU W. p/..Y-.M,,.1//i�•�R1a/� VALID FOR REGULAR, UFE SAFETY AND F-Z HANG SRORM PANEL SYSREIA "AFRIMAIr FILMS OP OF 1M-ORIV L•pw.)1(1F AMdOPi MIZ J /' S1 1• p LEE SC.iO,AL oM s FET a ..) (SEE SCHE W L ON '\ - 1' I MHOS, a n•Ro(IGrr 91 \2 _ 1• _ _ M.,. f. N, i ' i. I t N.a __--T � ,e1L . i . 1 - I Ea519Rc PouNEe ' I 1 ' ;'t ED 4) i I >k aQR:� x I (j CONCLRD I t 4- ; ,,,"'t - 1 I(Wi�, "l"� RLMARFO I 1 J 1-.eo- -r- L E D I II 1 LI•✓•R� 1 -f , f _ JI I (is I 0 aY 1 i E.IS7ING POURED i I I p -1 �I -S Rr � 11 ICONCRETE OR 1 I 1 J, ,W„ '� 1 - 1 I-�'I i„t, I 1- 6 CONCRM BLOC,, 1 �{ i REQUIRED -,; �, i . i i W CASE A (PLAN) ©a14 - ; I oaT 'wr... wf WAR 1 I I SCALE 3/,6.,- N.W.ar i I �,. 1 SINE• Ns Al i ` i � CASE B (PLAN) [Ix,,+ T --- ,7+E-fJj I I; I fWR. LXRTN4 t E 11IS I { = A .T vw'S' O,MR ....I i � I....//11 - SCALE S/,".,- I"/• c:Au i)i1ll 7L -RI - i m scn[arM I I ; ':, :,'' Ir "�' iw n * zr ,X " J {ZF� \ row w�Ri.M": o I' N • .RY.O V I9 I COWS r"' [ _ 1 '. J 4T 1 4M1A1 I I -U f[r�u --T1{ 4 „ ,NOaMt� �,a�f '�,, I y ' ,TOR IN. aEl•rIM1'prl� I (. i yI - m c.NS EEE ,.A"•., 1 ; e 1 i r i ! Jl • ,In'Pc I r " . 1.-0 1 1 1 r I I i W r cM- - rw•m' IN n.• „waR9,QUi ;'.,, .® CV6'LRG nOR E ° I ! L41y -I ' SrA C {PLAN) CvOWIRE f e<a. I E G , I CNCIRNEIE�D I_ I SCALE 3/,6.T• CILIG D( LAN) 1 Sr:NL 3/18-I' 1 --' I CONCAE'TE BLOC. ­4-- -- _ _ __ /3/ I RCOV,RE'D %.-. .. - -' IIII.._ i/ Y,., - 7' _ mom w"'�mI No- uu (x.. - IN OR PANLLANn -� -... 1. 3 H ' (, , I' 3/4. - ..W N/I 11' T, t ! .- '� mR' ..... - - iy"W9mis, « „)1�"1R pw6.aas." ti 1 ` Rerll A .0 M-1 10 W10 1141 M,C CONCRETE AA[MpRi 1;4 "; - - „a„yN .== 1. � A PL,S 0R Cf tM,-ORE' TREE 9CK[ANF _... . 9a[b oN E :- S.rrrS a T.ROLr.1. 9) _ brRE'IS 6 A 9I -. & C ��;�� �TING -.. z L91 .: rE� 9f,P1F'-. _... t '` ( -_w. RRHE sc Rlr 3/6.," SCALE S/6-,'• e(. - . -. /t N"n•RtRMya 9KRRq WtnY , - _. -_ - 1Mn n.RYR 11MIm"iu' ft1 EDGE OF ExIStIlK I NEW I' WIDE . VARIES x 1/0' E.D. . EDGE DISTANCE -. ! '"'' P.W.�'N GPEN FN,, I. l A ID TWA NVM TUBE OR I• . ($FF SCHFOUL.E ON I SJSE_E_.LrJE F fL ,- "c"tNG Sa"'O/ Pt WOQT PLAT[ SPEC{R I SHEET, 6 h B) SCAtf 1/16•I' woos eMD R REW " 1WD[ . vµll" . I/A• •': NG_TL�J{_.S'iG.Va(N�t17i�. St.CIIQ14: NUM. TUBE OR 1" , VARIES: 1 1 • P t wOpD MAn SrAC[R TOP k BOTTOM MOUNTINGS CAN BE ' RC-11 TRAES, . x Gpyi'm A,p,0R3 , COMBINED IN ANY WAY TO SUIT ANY CASE E iPIAN) - (SEE SCIrcpAE ON � INSTALLATION SCALE 3/16-1- ... .-..-L- r_- -._ 5tf'CTS a na!KM?1 9) 11 ; '?A,C'1 [ern Er[I itl III, I I. Vk T14 '=-T-----=-'"-`� f - ` ✓�S - O!tsNG POURED $�;:'• Er FLORIDA BUILDING CODE (High Wlocll NurrIcon• ZO- cPLREn N LHORP -- _ CONCRETE OR -- ,4M GAME. ,E1.:+M w I. S A" f ro% f M fR tolmlA[ 1 1 I' Mln p IARCD..,r BI OCx "V a 9,"' rWW rP / 1 REQUIRED oN s,Er . • 11 3 wR AEWMtED TRAGI ,arl.R = � No 44167 �. = 20 GAGE GALVANIZED STEEL STORY PANEL IA9We, M. x` SECTION X-X $ # . * ' - sTM f-„ _. - - - - - -- ._... - _- „nano» srxr 3/""' z •o'. 5 ATE 06 ` -- S ,- % I 1 L E C O t9I� 1 GLOBAL PROTECTION PRODUCTS, LLC. an DETAIL FOR SPACERS REQUIRED AT TOP OR i - •- .00 u. s aT»r - �/a�{/a9A 'Epp K D �/ E•AF� T Q���r�r� GOD BANDS y0''' 10►' •�;'' �- I t"_ nil .-ofa�i_%r C0__ Y oNAf R na" - R -' R• >.�.,.W w rt Y.s M1CNC. [99 )»e-7M1. rM (b4I»9-9+9, 20-176 a 3YJJ.Yld113[lC J-A'YV li_JI19LhLtitl, -• ARy(C,d.Silt I..... "'FANN yALNNENt A/aKN.tna nAR WW ERA u E EE�-- _ - T -. [e EE, 5 0 ly - .1 r OW ',97 - . - - rROf1US7. 22-TE$T REPORT$; Large missile Impact load tests were performed under SSTD 12.99 standard as r section per 1809.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Floods, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mahler, P.E., Boriz Mci P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2000, 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 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-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 QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jacfofano, P.E. as per ASTM E-8, 2,3-STRUC 1-WAI, gAiGrNcEPrNr. CALCULATION% 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 1004 of the Florida Building Code. Calculations prepared by Tllteoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tllllt, Jr., P.E. S. MI ME IMPACT RESISTANCE: Large missile Impact under section le09.1.2 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 Sieal Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. f t- - _ T.o\CEN16 ' �� S �'/-Sr7., * - - _ '% STATE OF .1 •yrls$,OAiIA„ eIII WOO P$4jtjj( 7rEYALUA9'ION RTJ4_aR _0._2A_@72= 3 5, AWALLATlOft Installation h t shall be performed strictly In accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13. 14. 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 0. MATERIAL CHARACTERISTICS AND SPF„OtMATIO,N$; 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.-UKIITATIONS-AND CONDIT10y,S.QFA E 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 Tilteco, Inc. and signed and sealed by Walter A. Tlllfl, Jr., P.E. 7.2. Product shall not be Installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1 lo 620.2 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. Trott, Jr., P.E. (Florida License No. 44167), President of Tlteoo. Inc. (Florida CA-0006719). N�0`'�t A AL Irk .? '--,,�CENSF'.-T , - - i`,M44157 WATLL -9 Dil TILTECO ADMOF4 RECORDS L P E. REPORT.201 OLVIVAL P40� 'RN P 76�0�PFC('][�S, L GAI.VAMZED STEEL STORM PANEL 1ORVIJG#20-176%REPORT# 20.07271QR�,C,'•. (QR'DP ,.' I 4. F.4r:. ... ;:,Ci o'� 1/4, 2/4, 3/4. 4/4. 5/5. 7/5. 1W/10, 2W/10, 3W/10. 4W/10, 6/5 5W/10, BW/11 8 7W/11 _ NAY ANCHORS. FOR CONCRETE SEE SCHEDULE ON SIEIIS 8 A 9 _3• IAAT, ___ I. MIN FOR WOOD SEE SECTONS ON c+N:ETS 10 k I1 '" MN. - _._.__ .-. __- I 0 0 o Q yI I � I I I 1 1 1 ',. i' - II d E0 1 : I �_ _ I -. �I `A - _ l Y INBU.7E0 PMLLS BOLTED PANELS W/ I/4.-20.1• AILS . S.S .S KILL W/ //B' !,/32' . (SEE S 0*11',6 AS - , Mlt,i.CAPIJ-) WINGNUTS OF1.A OVERLAP SEE SECTIONS NS API'LILABI f 1 ( TJ 1I ", I - 1 r to I I I I �I.4- f 1 4 D M.. COI.. i C7' u I.-II� O' ,O �O i 1 1 I O , r`, @ �p� - '• N'" . 1/4. 2/4, 3/4, 4/4. 5/5. 7/5. - M.- 1W/10, 2W/10, 3W/10, 4TRi 6/5 SW/10, 6W/1i a 7w/1I ! T N SH(TR B A 9 r COED 4E E bit SCNf ON 0 ANCHORS FOR _ - 11 too 51! SCC7NR5 ON $NE£T5 10 A o w(q0 REGULAR STORM PANE 1, do 1A) ELEVATION N I 267' 1/.- MR. C.A!' (M i DAA1M' -1 WHDj VALLEY) '\ ,/.. '. �` � WNQNI(. IIII.... ���i ( ,I�.`�r 1...... •l/ley T ?l AI �. ` EN '' ✓pAt FLORIDA BUILDING CODE (Hi h VelocH Hurricane Zone - "i Nc 20 GAGE GALVAN12CO STEEL STORM PANEL IIR.I IR No 44167 - 97n./Eo» SECTION A -At * ` IN `* /-'-- �- --\ NITS ATE CK .. . -: % I I L E C O '', GLOBAL PROTECTION PRODUCTS. LLC. o.n A'•, I fN a ..Ro aW e1 Y ry,yAt T..n ,.I, , WK. R ]MI• ., ORIb _. 1yCw s' s R..4ARWlr. -1 LNHIeeA-I649, (IA+Hw-IL97 20-176 •+'A iC5.5.. ... �[ - X_ ,rn'.i,-_ LIEN m-,NI " -- .. - - - a,AP. w R9 N At Y- - -- ,,._),Y _ _ _ - - f a,� ,.we o.n - 'IIII NMIIINt/ DUµ IU A mllr A 1 Y n_w - ;;l ,,M E. INSTALLATION INTO EXISTING POURED DEVILS FOR REGULAR PANELS;F1 dE kib BLOCK STRUCTURE) CONCRETE OR CONCRETE CONCRETE POURED CONCRETE POURED CONCRLIE NUREA OR CONCRETE BIDE. OR CONCRETE BLOC. OR CONCAEn RLOCx REQUIRED DONCR[iE RR N1lRM (SEE 5-FDVIE ON RCOUIR[D CONCRETE RNcHO­ (SEE 5CNEOVLT ON REWIRED CONCRETE -IONS. (SEE ScHrML[ On SHEET P) SHM .) SKr 9) - -.I _____ I .\ -..i E--� I i I I EDED i ID I I p JI 4 ' I 4 ! 1 `-. I M I I f I� - ITT] i E.,,� I I I- a i� 131 "M.1 'H •. -PPRI- .. I � .,A I ;I/.-. wn• 1 i yb I �T/.'PN.1• ) I t uan W/ T> � � y' I S 1. 110,11i R/ `y, Y � i/sYAeoL 5/9i y, { :RNIL, . I_ ovIJM1M• � 1 IRV : Mn103 LKH WLVI e,.• 1 , �' IRY1f RVI . XN f :OM AR• 1T I : I 1 111V fill .i I r'A i I,N I I i I i�'.rRAss I 1 -L, I ="N`I ,," t, ) wx I UP "L • I a�As+" �'1 I' S0i OF MAA i OF 1 1 _ �(1 MAY I a, 1 , i I�' E r/1"'I"'/Or NA ED r', L.O I [,ERE & E SRC a 12 I - -{ 1 -'•- LL�d P I/r oc I I LE-_:4 __ SOD' , ' I 1- E , --v i I "/ 1 1,'4.9-2ON3/4' S.S. SOLI I I t W/ 7/8'.3/32' RING Nur Nt1•:., O 12 1/2. OC CoNriTEn N,'t'.M ;nM+ t ANCHORS SIXOD"FD tpNCMTL A1ICHORS (SEE •XHEDIAE ON (SCE WILETNMt M SHEET 9) 'N/ STUD (SEE SCKDUE ON SHEET 9) WE, 9) '.,,,no,CONr:Rrf OR RED c,RICRER OR 9p,IREp CpNOREIE OP BETE Ii. R[OIAMO CONMEa BLOC. REQUIRED ,AWNED QOC. SCAU 3/8- I' Iml 3/8." 5GAL E.D. + EDGE DISTANCE ND1E_£Qf;_cOM0IN &' OF_SLL114NS (SEE SCHEDULE ON TOP h BOTTOM MOUNTINGS CAN BF SHEEI 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION ANCHORS FOR CONCRETE. SEE 5CIEDULL ON SHELT 9 - ro" woo 0 SEE SEcnoRs ON shir 12 3' Me. 7 BI' 3• W. M•n (MN (AetM -, W 11-11;1v"I t 9, Ia 10M W2 Mm D.M. (�1m 1owu - 1:; j i II T-1 I • il � . I 1. I I 91Mau r/ I r ev . 3/SI• I N I MN �. � , � : ,:, . �'i . I 1 ..1w1 � +' otRM+ � I .1 I. i .1 e I r' ,7+J ' 't1„A, ., i Ii ,f I L��I1 � _--._._.. =1-._..._�. I 1 -: I "� , fI I -._ ___.�L - I - _ sox Of 1" MAX �� I0 boxy 11 OT L• �`Ax • uM ANCHORS FOR CONCRETE SEE SCHEDULE ON SNEr 9 - FOR WOOD SEE SECTIONS ON SHEET 12 ' REGULAR STORM PANELS 1.& Q ELEVATION scALE 3/31-+1' ,/.' tim GAP ] 67" (RHO oA"- I AHIE VAUEVI 1,14 Ax r 1 /4' Mw I'. it, SECTION ASECSf,OIIlIi Li (TION A -A (Ty,l SUdE .1/17-.1' _Ii CU a) L CET O N -� .a U � PRO C •& Ca .0. -a 0 a_ to a? C N = -p Cd U C6 -= . _ � C C O 0-O -2 a) CIO o ii Cd L- o CU > ._ 'a 0 Clio Q i 8_ cr's c N o In > W 2 0 M `• C5 N N U Q m y.c L, Ly a ea o - -0 C.-I L 4 yV o Ea cY aF ty Y 6) E s c ED CD ^ Q L) TO (v al 0) -0 a c o a1 T y, t// t 7- c E cc C, W J w W J (1) C: M U L L 2 LU Q Z Z Q J d 6-^0 W U) ICU L /CL 0 0 0 a- Y / CIO SHEET NO. SH 1.0 ,,, I -A-LL I ! I! L- a I I 11 I I I I I I I ! . J_ , !, -, I I 11 . If ........ 1, 'I, .! - I 1 I I I I I I III ..I I IF F V, If !- I if I I v 11 I A- - - I I I,? I I I II' I I I IF, IN I- I II 'I I I I I I I I I I I 11 I I I - - I � . . OF, Ret' - G INSTALLATION FOR � A "Nuslue, .� ,.�. A .. - __-1 - - .., no .- is"! - off SPUT PANELS -r- I �,_(va""""" - -_ , - I - 6, - - � I),-- � Per -) 111. - - - �� "" " , 1, If 2),/.*. - NAL. � :�� -3 rIa%,/..­- f-.-: - I -) I I I I r- - 1 -- - I- - U`;4v,` 4 - 7 I ' I : I _r �_T - t _rz I ... I I- - 11!F_ � - " -1 I "' - - ______ --- DUMPMER .. __1 - , /. * k . I - .. _PY1 -- 7T -I -1 -1 " T I 0 - R."141 - I I ; / 0,1 VA., ,.,w 77' I I - . ­ I 1. -,- I I r- =3 . t I � _' : � I , I Anou"fe. � ; - M,,, I 21- I. cr,* I ". DTI i - -1 I , � , , r� ., : I , I, - J-4 - , , __, � I . 1 � i _.: � - I 1 1. � '',I* 1i .�:� I 7 I• I I j r, I I I f !.,,--- , ('91/.", "ef, -1 , � I ' 'r ---- t,----. - . .. � ; I � � 11 ! I , , � I � ' 2 , - ; ,iisq; Ii- k Y. I . ; I 2'4 I . � �1 I I \ : I I - - - �1 I I I I 11 I I , f - - -) - - I .- I - - � - - - - -_ , .. . - , I I - , , I - .1 - � -4- , � 1 I i : I ! ! , J, f APoo,T If. I I � i ! : I � I � 1 I � 1 � , _+_ IT. - ./I : I � I '. 0 NFAL,L I � � I � , : IF APPUCAst III I w � - _P/1, C 1) A/ - I. I � 1 � ! I � I � � � , I I I owpm PIT ~ IF xCr.1 2 V.. I � � � I � I L : ; � i I � -� I, z _!L_ = - " �i- .- UP �._ '� I � `F_`.`FP" - � , i � 1 i I 1 , 1 I , -I--- I : I- 3 A 1/2- _.- � � I ___1._ , - x 0 ! . � I I I I I __ ­k -1 - Me to - �1. - rulo _. 1 t 1 I� 1 I I . , I , i t . 1 i I ! ; I I � 'I I i ; 1. I T ) I I I. I i I 11 - . I I : "I--- I , f - - -, I 1- - �--. =I.- ; - 4 ELEVAIIO , . __ ,� �� �_� . � I" - V__ 'COME, 1/4' - I- MWIR �-, I �_ I I 11 1. OnsiNc - : DETAIL I 11 , I ; : I I , N i k. _ __ _._=_ �' ,7 , , r- , ­, - ­,-, - 11 I - . Pw'-w - - -), ,,, - -­ -- - A " I I � ,4 - 'I- - - ,,-- - � ! � I 1 1 I �-vIfufaf,-=�._�`), I-, e - I . III."..., II. -I �14 I I I- _� I -t-i­i- 4 - , 1-T- -�, .;, - I _. - =-w-"-=L__ ,; :, ! , � � t ;I j � 11 in., �. 0� ; !! � __11 ...!MT;= ­41T.- ;".. , I � I I � I. '" A, . -M 4 � : ! . i : I Ii f ;� - ; 1 i I 1� !� I! !; !, 1 : I ! � 1 , ,4" - ­­ -_ � 1 � I I I 1 ft. r___t:II11=Mn171_1__ I. - -,- . ­-_ i � � ! I I ! , I 1 i 1 I 1 ! ' I - 1 i I , I. . - : - � � 0 Pen" �, __ ___ . I i I : I I . I I.J. - . . . ____� _I MO__:- I'v #,--.v - ,t, / =.. 1� i I , ; � I � I I I I : � � 1 =4 '" I " .. - •.. ., , I I,F i :L : I i I i 1 1 1 IT ; I : � - I I I - , IN ; - V) IffLo.o ,_ -1 U, I .- ! CNN,r=F;&F== � * _ --- - - � I : I .., w. -I..., ____­ -----7- .- _.. - ff, - F� ' I � : 7- 1, - ---.-- - L�l . I *L, ,L I ,. I I ', �' ' " 1 " I , I '�' I ,' 2 ; I I I �, !:! I ___ . _ _�_ _ I- - z`r.I1`Mr - , I... _­ - � � I ��r4_" I - NMAI' " 1, - - ,-..__1 - , � , , , 44.1�_ -1 \[,/I - - '­ j I _ __ ___, ____ ; _wWC`KNS1.ZA _� \ �, h. - . ec� I , Mar, . , V - - j I , I Y 0. � :�T 3 I 11� 0 - 2' ; Lt '. I i " I , , - I EION SECTION Y-Y SPLIT STORM PANEL ELEVATION : I �, LLYAT , LNG . SCALE 1/4'­' DETAIL 2 Stu( 1/-'-,* r4=11 VC -LE 1/6'.1, 1, I � �, ., - off " * , =_ "U."'O.. I 'I� I #' -.,-n •k, I kUUTAN _3QtE2= Ka-. , _::,,�<" 1 - � I ,,, --,, - -_ /I I - f C--- --- I 1, I V--. . ", I " I I I L____w "IN"A'r _r - - . I . Z, . I .0[ .pqt�- '....._".... ---:-- - - , oar Po" L_. , , , __ - --.--w - , A . . . Pfun, . A II 1_1___� - . VP. MULLION SPAN ITT) - REOUM .., TUME. MLILUOM - , .,-$, I- . 3' . 1/8* - � -'-G' 10 5'_8' ___ .'" . 4' . "If' . ___ Y z -8, To If -, o* _____._ __ ____ 1� * '�' __'. 1�1.` _ _ _ - 3. a -w TO a' -a- 2' . 6, . I /8' , I - W ,�M V,Vo1QR,A5 D720fii� PRE �.[ "I.C. . . - 0 SMALL, .. &E . .,Owk TO S70tNE% Rrh SECTION I ,..,U.0 J� ORIENTED SEA r 3/8-0 NOTE. MULLION CAR AM Of N5TkaV 0/0 STORY PMFLS ON TOP OR 114MOM SO INAT IT is LOCATED Al 100 OR RIP70. 01 ORCNITIC (0ME PANEL OPEW.W, W/ TUBE TOP & BOTTOM) 0"06116410"Aff,N ,,Nt C,l � A% NI;' , ... .-%. .. a : . No. 44167 " z . . I FLORIDA BUILDING CODE ­­­ --- INSTALLATION INTO DETAILS FOR REGULAR EXISTING WOOD STRUCTURES PANELVJ�,, & -= � I - - _�__ - 'L I I I= efful's `%`K"N_ I I . - - ---- � _ � I -7:7- . � 7_7 , I_TF Nufn / , , , � L - - _4_ I I - , I'" � I ! �_ I 1; r-L � I ­ "I i U!E�-�-.rr 1 - : ­. -.1i I - .- ;�.". •- •If , .. ./ -- .,= =1N i, - I V- - _. I - - =� - -I--- ;= =_ / i - / � I -- -- i t I . -1 - i-) -1. , - rwa U.&IN a: " I - I - I - 4rro aria NIMIN't N/ - - �, I - - � r / j .1 " . - L, � !!tll ! � 07 "'r , .�j I 1 I I I . . ,I,P..T- . -_ - - --- r - -, I == = NNINA.-W ,,-4� ) . ,+I - -. - 1�4 � , , - , , - - - -- 4"I", 1. , f �wj .:" , 4 ; I ... ... - .2""", ! 0 j I - - - ;.,- 11 _%yl I . I " F ,- - _� , ' , i " - If" I I i I I I ---. !---, �i,- I . I . 1-TI., I I'_ . ; . , �I _- / s., , F. " , , --- � i 1 � �wr I - I � J� --- - i M Ir. Ms.- , I, -. I -- ,��_ I 7-41" � r I I i ILIL , 14, .I- t, i:, , I . , ".7 �� I j . ,_-, I : '. i I . I I I _;9`=1i1-__..I0E_1 I i - I � ! - __(�'. U, � I � I 1 I 4v: - I � - - i� - Mr, I I I law I - - 1, 1, 1. - . I - - �1, I - i -- I -6) Ya_ : �__.­ I � 1 I i - E I : , tI I-, � i [ _,_ _�$_ 1 _� - !-_1_lU� -4 ITT -Ace'-` � 4L I. -­ .� ! I I - - I "D -it-,.- , I I I - - . � i - I I A . I % =1 , � I I, i I .. _11,f" I 1; I i . - - I I , - Z .- I I -L".".1 ! � in:-- - 1 .- � ---,@ I I WALL WWNTI i i , I : y 4 I �• . j . ! I , INSTALLATION - ALTERNATIVE i I I 4=1. 1 1 IF I- ,71, I I" 1 , � - - . : �4, SCALE 1/.' - I* - Wzvl� - - IF -1 w., I'- - - I - e,* =� i - --- ti .... L . � I '[ -,4- ,� ereffIes / - - � . -L-L" Iif EIF-_- -I -7, i BUILD -ALIT MOUNTING i vi�ir �-g=­-.. M. ." I ff I �-- --- - f�] ­ " - INSTALLATION -ALTERNATIVE I i I .1 .. - �, I/" - Rownri -- , . - 1. 1--.... 'z -,. r -_ "-.-= � - SCALE' 1/4' - I- .1 . ! . __ j CEILING FLOOR MOUNTING WALL III: EUM MOUNTING WALL MOUNTING 1HSUUA1k01L_- (SECTION AT TOP IS LIMITED TO INSTALLATIONS - ALTERNATIVE SCAUE: 1/4* . I* INSTALLATION - ALTERNATIVE 2W ALSO DESIGN PRESSURE RATING) SCALL 1/4' - I- SCALE: 1/4e - I* I 11�1 I ! I I - -. I. .. IMP, UFFFINT, f Km NoIrs: ........ I"T"I'so", ?, A, ,_1 FLOOR MOUNTING INSTALLATION - SECTION "W SCALE: 1/4' - I- t. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS W1111 A S0 DESIGN LOADS ­1 ... .),,•- .­­ . * . * . 1 55, _ up To 1 ?2 0 TIN t AND PANEL'S LINC 2. FOR NEW WOOL) FRAME CONSTRUCTION WOOD .711 UP TO ff'-13' MEMBERS TO BE SOL)THFRN .. .. . . EN c` ... - FLORIDA BUILDING �Llftrl. - CODE (High elocify Zone) ur Icon PINE NO 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL z : No. 4167 '. - = : .10oo P 20 GAGE GALVANIZED STEEL STORM PANEL Of = . . L .*: -- * * __.___ 1 - I`\ - " N.QTLJD9__CQWNA%h QIF_5100.11111. : .. - _J; ---- �� -,a ST t OF �Ck� I � GLOBAL PROTECTION PRODUCTS. U.C. ""' out -1 11LIECO ... lop & BOTTOM MOUNTINGS CAN BE % t.-- 't R,D,.-..-#- ��--, I 1_1� ��_--. V - YILLF, ,vp..b A t"Docauffo Cow'. IN 51 � - I COMOINEL) IN ANY WAY TO SUIT ANY L , * -,, , -,,s .. " `0 " - I "I",- - .. - .. - m - - IT .1. INKIFN I-IFT-All 1. -.11-1.1 (s1-M;;7',M; ;z '... , , I - ­1 INSTALLATION I " ------- 10 �OL %AN,,%oNAruNE,­ - _­ _TL . - "' - - I Me . .� 1*18f .... III. 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RELOW) IF LAST PANEL (D 10 BE INSTALLED .1 -, n SAM STORM PANEL OPERRIASLAL (,E�T WMEM"t 30, , " . WE .TEE 1,10 ..) " __� ___ - 9; ., OR 41EE S6�ETY STO -M A,_BE P*CW"Q ODD / r. CONDITION 10 FAC"Aff AFSTALL��I"F .rNCk' �V_ -.- Cf. CO.C.," ..",", 11 -­ RANEL(j) & JA IT) BE INSTALLED OR REVOWD FW.%O INsIX - OF STRkCftW (SEE wwrixia ON - C - _ SMEEl'.) V12YATIO WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTAL TION SCALE 3132--t- =._v_C110Aj SrA" 3/8' - I' - SECTION 2 .SCALE 1/B' - I- j ­/., Mn IND, ®0-"', cll - li* ./I, - -1 I- cAr I - WLS. 9 U11 SAFL'7_51DAM.I`AtL_ 3.1S11X,JNIIALLAIION i Z�1_ \1_'\_/__ 0"4 .__7��,._ - I LIFE SAFLrY STORM PANEL CAN BE LOCATED AS AN FNL PANEL (rIPS' OR LAST PANLL) o, OR AS AN INTERIOR PANEL (ALAI PANEL LOCATION IN BETWEEN END PANELS) 'j.j� -ww-o I- (4'. I- k IFE S&FErf PANELS WAY OR WAY NOT Of INSTALLED AD04EN7 TO REEIlb-AR PANELS ENID ,�NULS SO, Nor,F I) (W/ OR WIO ACGULAIT TRACKS.) P ? Urr CStGR ANCE CONSISTS OF nO-19' MAIVANIZED STEEL S70ROO PANEL AS SECTION 8-8 PER C PONEMT 6 . SHEET3 Of DRAWING SCALE 3/32--t- IRIS PANEL ALLOWS ITSfIr , 0 FIE REMOVED OR INSTALLED FROM IMF rNS.Di Of STRUCTURE ...... ,HHH"N"s 3 oME SAFE7, "Atj�. REQL4RES TOP TO tIE COMPONENt(Z)& BOTTOM TRACK to TILI/,- 45, 0 F. , " , BE COMPDKEj3) AS PER SHE or THIS DFAIRNIC I" ......... �,?\ COMPONENT Y BE INSIALLED WALL OR FLOOR MOUNTED 1ORIOWNG SECTIONS I &• i ENS. 9� %. 2 ON THIS SHEET. AS WELL AS DETAILS 16 2 ON SHEET , 4 ,r ,, . t FLORIDA BUILDING CODE (High ftocity Murrlcons Zone) 4 Mi. ILEW4 FOR CO, PIDNEWT 4D IS is' - , -, - - Mo. ANCHOR SPACING FOR COMPONENT 6) ANCHORAGE AT BOTTOM IS GIVEN CM � . NO "On . Tim - fP = .•7 1*1 20 GAGE GALVANIZED STEEL STORM PANEL * *a: .• E CRIMP, W, SCHEDULES I & 2. SME17- 14 S *. COMPONENT ®MAY BE PERMANENT OR REMOVABLE � * . ­ ­ - - - � .. E V __ _.J_ . S [Al __ 121113010 4��--.-2,f-_c,`, ­ - I , . �, , TILIECO... "', GLOBAL PROTECTION PRODUCTS. LLC. - P,,, 5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDING'S ON 9-4177 IS % %. 4ORW , • - , , L, �� - f400 $1. 11 STOW . , `J'­`�24-2-<­ CAW. I 3321T. _1 6 SEE SJIEII 4 FOR DETAIL APPLICABLE to THE WCF-�'SITY FOR THE INSIALLAT,CIN OF -,,,, eis ....... I k" a ENCRICEITIM4, coeWwA. -1011 20-176 - - - � .1. - 0.1fle-­ INN (VA" A1111104 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND 10 filUCCO/WoOn RANDS i .a 44= #1oN4,111.o'vk_1"'___­___ - Q. - 1. INNI-111 ___ - �. L sL^.T`_F`w/Dfq , CA-00001H, - �. - -.- -_ , = Ur, '. , .'is I n!4� ...... --.-- I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "t" fqrHrnwr - - - -.11I ,,rA­._ OEM - A.so. =7N.") i .. ago, I MINIMUM xv�Yio. 1 - 1 .m. � I r.9.1% LICU I or '" _(�:I"") ---TO .".5. _72C I 1 5* 0- LESS 1 2 I/.. """"D---- __ 1 1 , rMAU 5 A 7 _ --..-- _.a I . - - - ­ - - I— -4.4- 5. 0 ! __4_.. - - - - .--- - .35 -17 " - 5. , - ----- __ - To - 0.:a, W. i___ - 2 31 ___ I'MI.Q. _)ID '-IL 10 11--it' - : 2 I/2 . � UNBOLTED , T_ A: 1 , 'MiN.; 5 A 7 I q I ____ _118 - ..3A, -"c i 12 ` OF its% ; . __ . __ - - - J: 3 ,/2 . I-----I- ,�Iw, - ) -­ 2. 6 6 10 - SOLIM W/ 110IF-2NI' SS MI If VW9W Al OVERUP AT TATDIJTf Of "Mil. (VAUD ONLY MR PANELS CI)k 1A) INSTALLATIONS AS PER SECTIONS I t 7. M SACETS IF A, S1 u, C � "s"', � --­u;&;; __ - To OwAt"t MANNUM --a `w-_o*P___ - ! 'o ______ To co.c.4", I COMCAFTEI ATICITCASS SPACING FOR ­� ___ - _ - - - I To 10 ,:o,TcArrr j CONCRETE to - 3 T/2' - - -- -- - , "'NINn"'T IAUS ______--vi - ----- To CoNiNCTI; I �qcfqcri; APPLICABLE TO � SECTORS, 0 A, MUMLIM PANEL - C�� , LENGTH 'L' (1) or INET, I __ __ _ _ - ININEENATE ni-t In --7_-_`T5__ To OCNICITETE covocefft i (". I I ---. _L*_ , 6* i ./A , - __ ­�­­ __ 6' 5' .- .M.C., ./. � ..'L, __ -, -,- - i­___._ .,A ] 4/. ! N/1 I IROD, � 6' ./A -_ __k____ ", _&O�_ IT. ALI, • i ------- 4_ � - " : If* I a- NIA ____-_�__ _. " i " I , (TOR) : I I (Borrow) i - _+ - -_ - - I - --- - -1 _ _ . _ - , _ -_ - . -_ - I I ___l` - -_ - Ii FI/A . - � __, -_ TV N/A -_ I a. - - I %/A __ I - - - v , MIA , N/A . N - __ - __ - - __ N/A � N/A __ t ___ __ 4- 6. i N/A _ i__ ___ 5' ; N/A5' ! ____T" ____ __ N/A 2 "m � ­ ­_ " 2 (flanw) .12. ./. I I ", 4 IVA- 4. I ./A ------- I - --- I 3 AT . (TOP) 7'-5, off ,0_1 j - T ./A Iss _ -.1" ___!�____"/_^__. '* � 5, _ -_ I—- _ N/1 ,f/A -_ - ----I-- - ­ '* --I- - - _ I - -_ - '. _+ .. - _____�� - ,- '. - __T __ - i : ** ­ _.____­ -- ­ ----., . . [ ./A ./A N/A 6' ./A N�"-' 6 . I N�; I ___ -/A ./. j ! e, � a. I '. I . I - � I '. (TOP) I _ , .., - _ , , Is , Dea TT-) � r -_F1s.__ , - - - ­ -_ I - I— I -1. _ _1 ", --It. . - .. ;_/Io-__ t - ____­ _­­ I - I N/A ./A 0 . I 1 12 1/1* I I/- i2 1/2. 1 5 ,/.. a ,/� N. , - .._,/...__ 6 I , cwvorroff. - bNO FOR vwA,LA`xNs IN.O wow f INALDIND, STANCE AN WDICATED ON THIS SCHIMAL r0l Et LESS ENCTIMET Ir .UL Y14111 9110K 5.0- ON S"O'LL In 0 BE pmv_r KMM SPACAKI OBTAINED Uwwo rACTOR ,110 Toe EACH ANDKoe - .1 ANCMPAS USAL,I) ,/... 1/.,. I ./.,. ./.. - I /4 - =21 I '9'11 . oMK­e` , -_ I I I a I In 3 - _____ I __; __ - - -, 1 _ --- , '/' -s­,-,i . - - I Inc= I � - : I . , - - - 'm - . � . ..- , - - - __ 1 1 .� 1411�I ,\c E. Nse---�, � I ! . No ,4167 % 1 III -10 ... -. __ �STIOwA, . ,!, . ,I11- _ � 1. ". , ."iiov... T� *zleSe�S16P..Lv vXV 104"'A404,s./sfMIAUML/ %- f402e `e`I`oC. - 20 GAGE GALVANIZED STEEL STORM PANEL. IF CINNN s, N.___ 11LIECOINC, \ GLOBAL PROTECT11ON PRODUCTS. I.I.C. - - 0"'/' DAII. w__1 � I.. $1 STNUL1 DINK, n 1331. - - - , - .t,___­1. I OZ I A ' ­_­ PKIRL (WRIST, IsQk 1. ('y.___ 'W--7- 20-176 ,;=,;,',e -TOP Al FULIF .� -E RIIK. 'k 1 .167 - - , - Hj­� . F­� I - � DFIFFINTL . .­;�- . . INSTALLATION DETAILS FOR REGULAR PANELSJ & :Z 10 I "' IONG �ss BLFFRNG W/ /•,.-20a* IS ws 0 a I/C OC FOP, ----4---- ..n ONG".6 UP TO a .** ANTo 6 I If.- or. INTO EXISTING WOOD STRUCTURES I --,'I Foe LLNUM UP M 8 - 8' MIT- ON IFI­ 10 PANtUMeOt TIMMEE ID 00 PAINELMATE PUTS 0 - .. , 12 X�; O,C TRIMI I 12' MN THWEADID I PEN , TO NFACt. TO41 LfRwn" UP I—' ­� ­ -�­ r`R, w-61 , -4- .-----,- ­ -.--. I - --`�' - ---. I. I - I I I i--- , _T I I . �____ __ I ,/. , � I I r � : 'I . I _T­i � -1) -- , . . I � -- I I I I- I . `1-f 'I 1 ­- --,- , .-1 I ; r I IQ: , 11 to, . : I *� I ------ - iF I , - : � r-03 I 1 i == ED, ED' t 1 1 1 , , : 1 1 i \ I - I ul�i I ....... .- - 1) - : : I \ i i , � I � I r__, I ke . v I - , WOUNK, : I I � , : IS . i I'- : TW ANMTT i ­__ -, I _ .11 - I � 9 I i ALTERNATIVE I W ALTERNATIVE 2 ,- 1 ­- -- - - .- -­ . ­ .. - - 1- -- A � Tick I J/B.s. SCIA! 3/6-1 - � I I ; II ut'sCHEDUU: ON SFW a I I 1 : w sc� ; . OR SMW a . OR - sliff.1011- 1 R. I 10 GLASS I I I - e I FOR - I I i 1;/.5;1115 IF , %L.AA.TKW 1 70 ou"I's I I I � � 1 : � ','f 11 : . 11 "I .1. _ ,,-,I 44LT__ - - I I - : I I T_U�_ .- E : - I k COI 'i �_ � t - OK �, I I E0 I I I i , 1 v TO- It. I -I- II Q. I 11 ",� TO 77 I , F I - 40 . ---. - ­ . 1. - - - . - - - I � I a LO! -----. I to; 1 EQ: i is � I '_ _1 , - - I ji? r­1 - -_ - - - - - _-] \ ED: I - I - # I / -_T*N:_� I � i '� I I I - - I � , Ii., 10 . 5/6* IONIC, SeAss &AMN6 . I I �., L-i�--Sn.,Z.�� I - - 1 I i . i--+ I J � - ' Tf/ ,/.*.-2N2* S I us 0 6 1/1' CC i UP S ii. PANEL L0.10.'s M - ARV II : 7. I " _��j - I - - ---,-.-- i I , I /A 0 C FOR UDGTHS UP TO IF -8, UP. - Ce•, FIMALIL To OFF i I I - - � , ,.',140,,�=q I =. , . .. C .,,, I I 1 ,I vil . M. .W1, TIC.11101- AT I VKIWIDTI, Or OU1,YING WOOD " I FOR i I i 1;`.(.0-UZ0_ 1 1 V11 A LAG SUMINS, 0 �� .- 'NeCon, . - . Pa't ALTERNATIVE _" SCALE 1/0. I * ALTERNATIVE 4W SCALE 3/a-l' I I AL IONG" UP 10 d'- 4' " i 1._1___1_. - i - , D%MAI AM CON & ANMCHOORR TONS .FRAML LMTIQNS DIRECT MOUNTING INSTALLATION BUILD-0111 ­;1iL"1NSTALLATIOh1 4CrE S4UrER TWINS NOT SHOWN FOR CLARTIFY ALTERNATIVE 6 ALTERNATIVE SCALE 3/8-l' 7W SCALE 3/8- NOTES: 0,".v000H4IM,v 4, , IN, 0 �\ ...�!�, 1. INSTA"TiONS ARE ONLY VALID FOR BUILDINGS WIIH A 5 D DESIGN LOADS ' _A_,��'-- EN " , C ": "It OV -, 51 UP TO -55 5, -12 0 PSF AND PANEL'S LENGTH UP TO 8-11" J ... 1�p FLORIDA BUILDING CODE (High Velocily Hur icons Zone) 2, FOR NEW WOOD FRANC CONSTRUCIFCN, *ODD MEMBERS TO BE SOUTHERN . : n2roo "Inco. INC FT, PINE NO. 2. w/ SKC0C DENSITY OF 0,55 OR EQUAL x : . - , * I 20 GAGE GALVANIZED STEEL STORM PANEL oFfm . I NoMi . I alk *. , � I 'o.. S1 Of i--` r -- - , I., '... ,; F� - �_� ,,, 11LIEC0111c. \ _. '/Isfile" GLOBAL PROTECTION PRODUCTS, LLC. DAn -, ,�- FL , ,,, I , tq, , �\,,, . ..Al.. - , i a M.ux.o Cow- .600 I. 5, StRarII , 3" - TOP & BOTTOM M0JJNI)NCS CAN BE COMBINED IN ANY WAY 70 UP ANY S I " 5ee.-,... . . .... , , '11111,111Z, , , , �O I A\.� e a';�.TIFIYFN - ...." I!r - . ... - O."'eR.-M am" ­,", "NoINE (_)='5Z I. fif.)."­ 20-176 INSTALLATION % I- If "t"k1�rw.1`2o-1"K/rM`E c.-am". -run �,. n, '" , If I, - 7T__ !!�_ .. 1 ;72 . . - - " " F"B9 - 11 i mw IT or n I I - - I, ,t7 LOCATION ­ AT ALTERNAT ,. J_ - I- 1/2* _ END PANE * L - i - - - V - - - I - , ­1 ­_ �� I I , I . - T - T­4� i -I I i 1 1__, t -I __ 1 � 1 1 i i ; i - ; I I I � i I I ! � I i - , - L 11 STUDS 0 EVERV I 1 1 I : 1 1 1 i OVERLAP --T ! I _]v_ }-1_-- L I __ r. T. I - - (12 412" OC) , TO WAD PANEL 1 ,1� I I I i I � ; I 7T i , , , I! I ! I I I 1 1 I II I i I i I I I i I t t I I I 1 61 ! ! 0 \ I - � - I I ..., Li_ I I I I .- _� -1 - # = __k4 _11L_�___­ I __I I/ ,,-.I IF, SEE I '- INTERIOR PANEL " F.No PANEL SC TOR M., #1 - MR MD,.if t-,. _ (9 - (2�_,/ - ` - 11 - ICIIIII'Ll ANCHOR SPACING DIRECT MOUNT SPACM SPACING L- 1" I' VII, - DETAIL I- -MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE SCALE: 3114' - I' MAXIMUM A.S.D. DESIGN PRESSURE STING (padj AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR INSTALLATIONS INTO CONCRETE A r,ONCRETE BLOCK STRUCTURES WIQ_j_1__(Lk WALL FeWPIT CQND)T1Q1C._TQP_AL_JXMQM. Wil&__a I- 1:2*_' (-1-)7 (J)---i (8-.)7 AL I =TERPOtr ,I- , I-- (i_�- I -i , AT I NOPANEL I..., STUDS 0 E - -IV- _­ -- 1�1_ - I , _T I- i "LAP I I I 1 I I ! I � I I I I I Yow I /I 0 11 i I I I i HOLD PANEL i i i 1 ! I 11 _� ; I � I I I .. va. - (CASE .) I I I - _�_.1_4__A __1 - - - k, __4_1 . - 'I .- -_ t-- - 3' 16. (CASE 0) II t ! i : Itt I j I 1 1 1 � I 1 1 ! 1 I � , 1. � � ! i I I i I � � � � i � i I I � � ; ! I i � � � : \ 1_�_�, - ; : I- I i i i�\L_._,,� _ I i / ._1.._ 1. � ,I T j" - E `CMC 1 Sr..CDVLE - • ­ I-- 02 EDP -- 12 FOR ­ 3- - (�� - @k­, "' `MPT, , ANCHOR M­ MCHQP PACSTIACIFF1 _ ___ 1' 3' ,I, ____._ DETAIL 2 :FLOOR INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE, 3/Ir . I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH *L" SCHEDULE UIPPL"Ak QhM1CL1EC.TQN% I A I "CATUI_FQfi_ 1dT__%hELr1_S1Of%L_PAb1_ SYSTLIL211. MINIFINUM ­1D RUCON, or 1W­(m` C^.- FAFIEWY[ R-1 0 ,NNELLNMME PICs 4-'KAIk, 10 DESIGN0- PRSSION 7,1 "RS 0 A N PNTEL IEW-Tv 'k(M1 O7OMToCIL t� oor" MCONC To effrvo (I,,I "efac. co"C'm. �0R CONCAM M BLOCK C04wn CoNTcoelT.CO~TADN , BLOTD, OF THEN !-. I If/- 4�/A r ! ./A _ - -'-_ 6' NIA ' 'j7- - 6, N/A 1 & 2 (") .55,0, -72.0 - + 1, _K/A ", _ 1* - . 9 5--0- OR LESS 9" SF-' q�­_j7T(Wfjj5M_)_ ---!- '. - . I NIA ­N/_- I A V/' 6. N/A 6, / 8' %/A (TOP) -_ -550 -720 - -IF-t- a. , 6, -;;--- 7 I/r 9. _!_A_ 1 9. 9* 1�1 ,5. C' 70 r_e' ,550 -72 O[ v - 1 N/A 1 - I N/� I N/A I 16, - - MIA - _. - _ - - S* _.. , 'A f N 1 _; _2J_0P) -11 7--6 L_ 9T_ 1 4' 1 9- I a- ! 0' ;� I 6. . I (BOTTOM)- K4M,IL.LJ_2 ., tX'JLQ.QR.MO6W__QQNWQtQ 6LOOTTOM *--E,D.- 3 1,12, , MINIMUM .so IMS" TMicisLat A.TW ,, AI' !,�, rvftL a "! - ,TaA To, 0 .ar) LAt ___ ------- ;ALvJN__ _. ow - T! 6 3- - flow w w �ff __ -LiPE- - APPLICABLE TO SECTIONS III & ,KY COMBLRATIO, OF THEY MAGNUM PANE LENGTH %" (fl!') 1 ,P a CONCIUSI, CONCRETE CONCRETE -492 615 3. 3' I 4 112. A '/2- 2 (BOTTOM) __ - 7'-5' OR LESS _­_ .52A -66.0 _____.____________ __ - -4. 4. _.- __ ___ 2 (BOTTOM) - I'-6- OR LESS - *n�l__110_ - - -3 155 0 ___"L. .�,50 -7201 __ ___3' ___3L - 2 �/2- 2 1/2' ___ 2 1/2- 2 1/2' _____ .. ..... - A- 3 1/2- 2 (BOTTOM) 7--6- OR IM _ N/A N/A . � (RLYTOM) _ ___ 2 (BOTTOM) - 17 6' TO 8*-G' I - ________. .- -8* f7 6' To F, I ____.__.____________.______ N/A N/A ___ I 3' �. I _. _ _ eO ; N..j­A. TI­Q; .. . e 9 .\rE�Se I No.44167. .-- ,- 1,. N *: * :* _ AAA - I - Ffvfrfule`rN I NTTa- ,-, I �L. - i.) I w_ i (WE WC`Km) EGrIefIAON - I .-- SEE SmEry I$ TOM ARCMORS r'"t a SPACING `OR INSTALLATIONS PTO WOOD PIMME BUILDING wimull, -ow wAcTFas Aw NwrwuN cm owAvoct, AM FNRAA,in o% Twis sownfea - ED LISS THAN 940CATM OR SCHEDULE WIDUCE ANCHOR SPAC3f4 BY MATIPLYTTIC SPACING SHOWN ON 9041af BY THE FOU011114c FACTORS FOR IRK OPEW" TO BE POSSIBLE 0EOU= SPNOW OBTAINED USING FACTOR 544J. NOT ME ULS5 INAPT NIMPAUTI YFIaCM INDICATED Toe LACR ANCHOR rYPE At ANCHORS LWENO ,/.,. 1/4'. 1/4'. 1/... I/.- OXIM Tor f� a CIP Ol.tL.ft �ll cftx-ipi - osBF%?e! -m,t�).__ 3 3 3 ­ !?.!--- C.) ­­ - ,-L'-J!_'o. -1 I ....... 3 ­ I - _. ". -LT �b­ - _ - _ - -i - . A110101. " ORION: new I Is iM, - - , - i, � /�2, - - - I - I , ". I . I - I . " , .,,,_ I , CODE MITTV ,E;i;l**ilj.40;1.'Iil,'IrNC-WWRW-1,1,Xsifl:i:IP =0 ,1eWF_X417,1IIJ7W_1, (VAUD ONLY FOR PANELS nI& Q INSTALLATIONS AS PER SECTIONS I TMJ%J 10. ON SHEETS 4. 5 k 6) wullaxi NICHM SPTIC" ras ". - 3 ,/2- - MMIK" A & IT DEVONI APPIKA&F TO UCT,O.1 If 4, MA,INUM PANE LT . I Tzkcvw_ - , -_ ____T .1! T!!!-GW -_ --- --- -_ __ -_ ---,---.--. ----.---- _0NOILL1�0 - ,- P1101-11 -kU5 ------' - - - _WfAI 9E1 _ To -- I O-To- PRESSURE RATING - _ __ -_ To To "O'C"t-7 1 CONCRETE ­ - I - to cowRm 1 caecif To m 1­YFT TO IQ COMICKETI: COKIREYE To collowit I 'a (XIM!"I'm �'- IQ -1 "' - co"CAL - "N""I", ON or THEN LL.M "O (TY (P. 4) I 2LoC. � BLOCK i suNDA I SLOCT, "Loc, I I sto. - I`* i 141A N/A i A ; N/ , 1. 6' j N/A 6. � N/A �_ a- : N/A N/A N/A - I (lop) --------,-. - 6, � 4' � I - , �- i N/A 6* ! a- I - , ___ -.- 8 , , 6, _ - -1, __ - ___ a' 1 6" __ - N/A ! N/A I Mortom) , ­ --- __ N/A ­­ - - - ......­­... ­­ ­.- -_ -.-.. __ .- - .- - t _. __­ -1 ______ --- -- - -­ -------I-- -_ .-- I .1 ­ . -1 - ____ 6, , A . ­ _ ... � N/A ,/A 6" I NIA 0' : N/A 8. I I N/A N/A I—. _ N/A � _ ... . ., 2 POP) - . ­ , _. N/A I N/A 4 6' 1 N/A 5 . I N/A 5' N/A i N/A I N/A ; (BOTTOM) - 6. N/A I---- I---�-- _ . __ __ __4___ __ __ __i___ -_ -_ -ET_ � -_ __4 - __1j � --- - ­ - - _­r___­_____ I N/A 3 * 4 (I UP)- 55 5. _72O a. I N/A N /A N/A I �' N/A . I N/A 4__ I' i N/A N/A ,7,-5* to s'-fi, OR LESS - . _ a' 1 4' . _ _. - _ _____ ------- - N/A ! N/A __ __ - __ ­ ­ -_ _­ -_ 6. f a. � - ­...- __ f. , I 6' - _ __ __ _ __ - ___ __ 4 6- i I" --- - --------, N/A - - - NIA I - __ - -, - - 3 (BOTTOM) _ .- 6- j N/A N/A I N/A J_ I ! N/A -_ �1'_1_-_-__­ N/A I N/A I (Top) 1. I %/A 1 j-, _- 6' I.-. A. _ _ I—, . I - . 6 . - - 6' - _-__!� __L_N�f�_ _1 6' I '. _-1.. ­ I—. N/A _ 7 1 4 k 7 (Elotiom) I 6' - _ - . I %/A N/A ­ ­ _.: - ­ --1/4-. -----4------- � - ----- � - -, _�/_ _ _ t 12 1/2' 6 1/4 12 112' 1 6 1/4* 1 6 1/.8 1/4- 6 1/4' 1 6 I/., ! N/A N/A I I 1 1 I N/A N/A I 5 rtop/BoTTom) .5oo, -521.3 N/A I N/A 1 12 112- i 6 1/4- 1 12 /7- ! 6 1/4- 11 1/4- ! 6 /,F_ I 6 114' 1 6 1/4' . N/A I N/A 6 (TOP/BUTTON) ,11--8- TO IV-2- +55.0. -72.0 - N/A I N/A 6 1/4- i NIA 6 1/4, ! N/A f 1/4* 1 6 1/4* 6 1/4- i 6 1/4- N/A � N/A & (TOP/60170M) 4'-B' TO 11'-2' N/A I N/A _ %/A i N/A i N/A ! I N/A I N/A � N/A 6 1/4- I 6 1/4- 6 1/4' : C 1/4- 6. 9. 10 (TOP) ­ 6­_ I- - 4, - ' - ___ f N/A N/A N/A N/A I ---- -- __ N/A i N/A � - -.1 --- I - - ­ - __ 1. � 6' __ ­ ­_ - - I— ­_ Iff � 9 1/4- 6__ ______ 8 (BOTTOM) .43.11. _48o ... __ , .- _ _ ­ . _ ____ i -_ ___-__4_ --- - _____ - - i - __N�A - _­ ' _ _ __ I _ _' - _. ­_ ---.-- 12'-A" OR LESS OR LESS I . 6' 1 4 ______ - N/A - _ _�N _�A __ - _ N/A N/A � ____ _�_ _ - _ - N/A ­ _ fi- I I' _____ - - ­t � I Ii 1/4- � 6 1/4- ----------- ------- 9 (BOTTOM) ___I��j I- t_________­ N/A I N/A N/A 1 N/A N, 1, � N/A N/A � 6 1/4' 6 '14* ! I---- 1 '/A' , 6 1/4- . I 10 I SEE SHUTS W. 11 AM 12 FOR ANCH005 TYPE t SP!ACF%o FOR TNITALLATIUtPI, INTO WOOD now DIATOMIC, wra" AMCHDR SPADAIM AND MINIMUM EDGE DISTANCE ARE NOCATOD Of THIS SCKDtnt MR C-0 LISS THAN NOICATED ON SCHEDULE PLIXICIE ANCHOR SINIC" In MUL LIM SPACFT4 S.0" ON SCMEDI.IE 01 IMF rOUDMWO FAC'011% FOR YK5 OAMT*N To BE POSSIBLE, REDUCED SPACING CHINNED LSNC 'XIIDP 51MU NOT K LESS n MYND, IftclCo 04XCA7D FOP FACM ANCHOR TYPE AT ANCHasis UIDENO ANCHOR T" 1/4'. UIPPOM 1/4*. a W-40, I/ -. ,6M, I, l/.-. kvdLa w '14-. Reff- , /.-. INXJD_W? __ - wN - __ - - ,-- �:) --- - 3 3 ___._ 3 ______ - . I - __ - -1 1/2 - - --- . + I - L - - __ __ I 1_ - .?!�M!w�____ "--- QF�T,RFTN IN) )_ , - I ,, 3 ,/, - - .. . - - - , AMK EIIL 0M F A C T 0 14 I 'Al: , . M - - - - - I '�� I . - - .. ­ L ---- - " - I.- __ I PC ­ - ----- -'Pa--- I M_ I I U I - - .. _ I _ � L 11 - ,�,_ ____ L' - -1 - - . - I. _. -. - I Do - -1-1.11 "I . ,,v .... A 41' ., \ - 4r., \,\r, 'r - " - * . NO. 4167 ': 1 . TE , , * ;Va,/lIDIM,mot;Dm 01i 1� C_j iz . to d C:I) . LAJ ---. _= C, C= M C-1 C-4 1:0 >< 161- CL. = - = cc C.4 ' �lc CL? - :w = W - C= = I - t5 .2= ,j .i C13 3: - M co 03 .= = - w a) ,;I-- = = 7 LY- _= ,, tor _L = I=- 2 0 CO.- ,j 15! FLORIDA BUILDING CODE (High Vel"Ify Hurricane Zon - _. - 20 GAGE GALVANIZED STEEL STORM PANEL I To e, - . + 0/26/20111, - - \ GLOBAL PROTECTION PRODUCTS. LW .1 .n ILTECO... ' efiffi.. 5 f,nar, __ Ne _& g"awltniva Cow 0,11E. 11 3"'. . . . . . . (I&I few 20-176 LIMT1.11- .:- _,.� T". PICK, (�)W-l� M -1 I - - INTO EXISTING WOOD STRUCTURES -- -_ - .- ___1 - , . I _______, � � 1 ________---4, . ',.'1 V4_10 PO&LWTE PLUS I I . '- if--'. -TE PLUS C ' I/a_ SCA9 V4-10 PANOLMATr PLUS 9 1/-* ac� W/ I 7/3' 6 1/4" oc W/ I 7/0' THREAD[ PENETRATION TO � 0 W/ I THR FTWINATION TO WOOD I THREADED MENEIRATION TO ­--- I— - __ I EKISIING WOOD HEADER I li�.___ F - I. � . � [IrSTING 01000 MEAN, RKEOf "I I I tUrSTP4 WOOD HEADER -- - --I I -1 I �Awo Imo------ ! 11 i I ,/Iw/n. , , I ;zwm, I ;=-. - I IVERN T" 0 _- IF I . .K T'DO Is � ; 1-1 ,� IF sno a I ! 2. 1, . ! 5 ,/.* Cc I 1. I . I/ - of I L�L'T I 4 ,/" 04 WOOD KADI^ .I. I . lr'� WOOD � [ -­ : I I , (I � � - _ �_. � [1� �- : . I LFn7LJ 1, � I I . I --- � WE SCHIMATut oFi i H,eKN � i SW:Dow a I . ran. W,NAIvTaN � �"IOCLABL. ! ..0N __ 9 6 SO'" 1: I ! , 1 1 I � I I 1. QLASS , i ,,.-. .I. .. , . N­ PANEL LENGTH (SET NiMi ') _� .. FAR, 'rNoTLI � ­,­- s, i M O,ff ME. I) � "..__- , I � I i : I ... IIANCL LENGIM MIT AKIIT 1) : 1 . I Tv/ ,/.-. . I v"I . - - j . III 0 i I I . I !/ 1/0 If . i `W` "U` 3/m 10 - •I I - ./ ,/r. , . : L!1a1' � � 111 I I .� � :. I I . I I I I I EVID" ofk� - i 0 � : , 1 0 r-, CYnAMf I . . I 4 i � I � I � 1 1 i i 1 � i : I 1 "� � we 50% I i ar 't, I ; , Of 'L' MAT : I Of %_ I . MAR � k,O-, � I j ALAI I --i 1 - t I , - I - _�__ 4 CO.7'0 , I , 4 - ;�... , I ,/. iIiii VI'U"ITU11`9 CO.` F-___j­,­- I � 0 IF ,/r Ot � : ��� - . _ . . * If - I1 I I , ,- il - I . . . I I � I =z"T, - r__-_ , 5 '."I' S, I I [IQ , I -L-, __,_� , . ED I I . .__ I I . t___L_ --.! I I CO � - __ I I---- ., � � C. LAG SCREWS I I ==F:= I * v of. W/I 1/1, Z'f4* WOOD riLAIT 1 : REQUIRED :] , . Illft-IEL-11 2".., Woof) ,,ATE 'Lull krov.cp I "I . I . � Ni : �'I,4' VICOO PLATE. � . I REOUAUI I I - I WW TIMPICADED P"O""Tw* " j_ i I 1 IT / O.0 W/ ,/O- ��- EADED PENETRATION 6 Min _ OF PLATE I i I I I . I_ 1/4-0 LAG SCREWS 0 Iii 111,11,40"110 W, I I I I I MOMMOT" OF PLATE i I I I � I SPENETRATIONi 11 1, I T=D I , I DIRECT SNTIN !!STAUAMN AT MIDWTDIH OF PLAY[ . i . . WAI 3/9-1- DIRECT MOUNT I fill-L M NJING INSTALLATION DIRECT . ft , ALJS�. 9W MOUNT J11fWK a ,r INSTALLATION * SCALE 3/0- I' I TOR A�TERNATTAS 6W. OW & LOW VAUD FOR 116o'h" EN11-1�11'LIIINI BUILDINGS ,F mTM k 5 0 DESIGN LOADS UP TO +43 B. -46.0 P.O.I. ANU ""'mul , - I". T EN, 0 -4 PANEL'S 'T. UP T 12' 10 BE ..... !I�Ql' , ... T 's . , , FOR NEW _G. FRAME CONSTRUCTION. WOOD MEMBERS SOUTHERN . . ENSj'--.: -�, III., No � MI/ SPECIFIC DENSfrY OF o .55 OR EQUAL .. . a FLORIDA BUILDING CODE (High Velocity HILL Icon* zorie), - NOTE FOR COMBINATION Of �rcmfqs No. 41 1. = * : .111 ,0 ILITCO. DEL' 20 GAGE GALVANIZED STEEL STORM PANEL 11 DeFFINT 0, T ,OP & BOTTOM MOUNTINGS CAN BE COMBINED NAY WAY To SUIT A?-JY I i = * : * : = . - .. ,_ -:97-- __ 1; $T It Or ,,-D,C'�_ -. , -10• 1, !� 1�,..-, "i � FN I - I—— ' - \ GLOBAL / 11L 1E C 0 in. PROTECTION PRODUCTS, I.I.C. - .. . - .1/39/1010 . ,,,, INSTALLATION !RO..- . --, I- .., �, . , .�, --/- 4:�>' R�� e - , .� , "I'll"^, TLUTF 1_� -..-.,----. _1 ,400, S., 51 lifflit, INW. 1 sILH. ­JI�t (W)M 7!L'i. r- (".)M .79, 2 0-176 NI' .1 - - ­­ - 0-1 .1-0 -.-7 DIVIeffis Iff, __ I . ..... Iffw, wLN.nlaNA,Vq&/ofn -YFN­A =L011.1. 11 I - . . I ! . ­­ -------- 1KT_&L&TKM DETAILS FOR OPTION 9 I FOR LIFE SAFETY STORM PANEL SYSTEM , V.,. LIM; scxCeS IF 6, cc ./ __ - - , - 10 0131w WoodP INTO EXISTING WOOD STRUCTURES I I � , F11 . I ; 11 , i I - N i I i I. ­F­_ - - I � i I - . 1 i .12 t---- M. , r - __ - -, .1 I 1 ; 1 -----'IT-- b . . ; .\ I I _� I �ENKINO � TO! � I I EQ. , 1, 1 �J i I i _i_ .. .... ,l__ _L__,I___1� 9 -_-- A, I I I i - -,,. - ­ - --- -- T__ -1 � • m" I W-LU ; : " IF V'r � 4. ..DS - � � I -I- - - __ / I ALTERNATIVE I ALTERNATIVE 2 I 1/1'­ I - I ­1 t l/..."INVIRE 5 . L 1 INTO (SEE I kA I., ",jl,?,�", T. 1 ov V1.), � - ; j I h ! Trif wMEDL&L I p i ,1 1-- - I I I stMPAAA I I I i O1I I ED: -I �.. ­ i � i I . � IQ, I I __ I OFT � to I �1 - Mon" I I i I! I .. , - - __ - I I t ;I I to: ED: - � I � -7-tT - - IT I 0 � I ,- � ____ -� 1� 'ACTO I : 4mum" t!� T � I a - , �_ - - I I I � 'i I " L-_­---� I , � "Ou"m ­ II I I - WAR RANI I I I -QUOU i -4-- I \1 8 - :- - I I A ALTERNATIVE-4 rw it EMS 0 a' ot w/ 1 1/7' I I,- T..--, LAD PE.C.I.MT0. OR � ./4"DfS/r LEND INTMES IMA-4 e/ I L 1_____�A____ _ _ �14­14' Is mz eel OC oft WOOD FRAME CONDITIONS A ANCHOR LOCATION 16.-m FAFTILLMAIE ItNALF 0 00ALTERNATIVE ", PLUS 0 6- GC W1 1 112- � TRIFEecto '(00FITIMTKAN 10 IiF%T..G TMOR SCIAL Ax - v PLATE WALL MOUNTING INSTALLATION Now SN"T" "MKS N SMOOR TM mA ,< ""'HOWN, � , , � N. TkIlt N ALTERNATIA I , NS� ...... �..... , , - ��'? 901,11- 31r . I* -. . GE 4 - b?".." Ir .. . \N - N z :: 7 . .. z No. I I FLORIDA BUILDING CODE (High Volocily Nwr Icon* Zone z . . - C *11 , I - .non INC 1 20 GAGE GALVAN17ED STEEL STORM PANEL I, offewof 8, foxi z 51 Eof --z; I 1 I INSTALLATIONS ARE ONLY VALID FOR BLALDMICS WRH A, 5 D DE9oN :CADS UP .55 5. -12 0 .W AND PAKfl*% LIN01. UP TO 8 S' TO 1, _%..... IF i Rmf,�..'� �,_.__ 1, 0�.. � I ... , '? "N_I^fs� - .�74 - /I INC. 24/1 GLOBAL PROTECTION PRODUCTS, U.C. '"'Out At s.. 51 � FOR MEN WOO FRAME C ON WOOD MEMKRS 10 BE SOUTHERN D DNST*Icn , COUAL PINE 4, 2, w/ SPECIFIC DENSITY of 0,53 ON i- , ­,,-;,�_ - - TWT TICSTwo 4 1. W. III. - ,(lux" 20-176 . . , / `40N. III-00, , ..... - P. J , - E147_ffl::�C. t.a.`L�oo,,'M, I __ � C$5-)"�ls.b ,AT -on, ___ Pf 9-1�""MM. . P1111 .I, - Ps Us , _07 F-.T- - 1-1-1 - oFvYTNoN,, _4�10n_ - -* wtv's or Is . I -4-1 (1) a) _C �3 - Co >. a) -I.0- I- (3) 6 I- CL C 0 _0 0 (1) C Q CU -0 L_ a- - 0) , C) (1) .4--o co Q) -L- a) -0 � 0 CIS -0 CET M C 0 0 c- -0 -= a) c ICU C 0 i;_- U_ - - . A = CU 2 "22 -Clua 0_ a- 1 -0 .C: U) < Cn " (1) (D 21) CIO > 11111- 0 L_ U) 0- CL < (1) -6-NIFF 0 C =3 -0 CIO 0 L_ Q- 0 a) 111 L. U) ICU " rn B`BBBI LU M_ < z a < _j Q_ SHEET NO. SH 1.1 - . a - I - I I _L_ I _. I , I I 1.1 - ----- L-.tL- . I - I 11 -, I L I I It i I I I __ - I I __ I - � I I lA_ 91 I I III 11 III I ----.---"---- - MOTORS (Sit SECTIONS 01 SICM 17. 18. 11 I 10) - 3' NAX SA/17, 4A/17, 5A/ItE Mv, I B/ 7. saps. ]' MAX 2' IF!", GLAW/1111. YAW/19 4 IAW/ZD 4141F/110 IT NW/20 I' MIN. - D.M.i --- - ­ I 1:0-1 ___._______�=; - --.----- I 0 1 0 0 0 0 0 1 1 0 I - --- �­. - . ... ... .. : ,-- -, ... _. -------- ­­ [ ------ T ------- T 1 1 1 I ! I I I � � I . I I I � �i i I I I T. , I ; � 111i i� 11! , � I I I E I ­_ I -,i i i . o . I il) UP CA) I - lt,m@ 1 , I I '(0-6. �L KFAC, I :: ProJAR Aw -a � � ."I wl(�. P., I I F-11- � . I ; .1 � I � - ! - . - . . � I t, ILI ; I PAN MAY � =".;:E; 3�32`_ t -0- - - i 144r LL LENGTH � � ! I `40- � I,•.-.-;zi,T,* I IT% .. . I ..�, I - A, I � ( SEE SCHEDULE) , ! I i CAR, � � ! , I I -I � : I , 1 6. i'. I I I I I I I iI I � --- _._­__­__ - __ -_ _,"I", � � ---I-- I - .., I 0. I VICT, i ccmgn ! --- - --- --- --- , �,g"- . Li=141 0.11L.9-11PIP , jK .- --4- ___�� _,�rL - N� _,�, . __,­_.______ � ­ -] I I --- - . .11"FauraRGH, �m - - .. --.-- �� �� �. U/17, gg/17. UVIET. 17, 40/1?. 53/18, 3- w;; ,' WIN 1,10UWIIII. IAW/10 a &AW/20 EMRIOR Lia-w/fIll. 7ow/i 9 a WW/30 I, WIN - ANCHORS (SEE SECTIONS ON SHEETS 17. ITS, 19 AT 10) . OPTION y2 FOR LIFE SAFETY STORM PANE' I � ELEVATION SCAu: 3/16--r I!.. r ,,A,I r- I . -9 D. .1.1;110�, WILLI - im@ - , . - I I)ILYC SATIT, (f, . ­_ ­ ­ '. , .� tT�" - - __ ;1 --- �7, - - - - - � - ­'. ­ - "C.- �' up. T ,/ 'I TFAFT ,� .� , , : ", \ � / . �, \ I ....... z .,'.'�­/ 11-1 --- 11-11­1 ...... �­� 1. . _ �_:'?r ­__�-.1--­ - - -'n-1-1 .. EXURBOR L SCAR 3/,E--,- ' MMMUM A.S.D. DESIGN PRESSURE RATING (12.3.f.) AND /.ON'k -..'! " ,t F f�&N, , Is�...!�,%� CORRESPONDING MAXIMUM PANEL LENGTH "I SCHEDULE A�-`uC`Elv` , IT .1 - .. s No.44167 - 9 = *; 1*1 I. Tir I % - . .. : . BUILDING CODE ( MAXIMUM A S D Mo. PANEL LENGTH -- *' - .? I,ANTO NLTI - FLORIDA NIgh Velocity Hurricane Zone) DESIGN ! MINIMUM SLkPSASAtION I PAINF� I PRESSURE I L (ft ) 0 G I IN... (I C -...Ftto 0 - 20 GAGE GALVANIZED STEEL STORM PANEL DFFAFN w RATING (Ct (SEE SECTIONS) T LA _ ONLATION I'L - ......... � ---- � j - - - I I /" `% GLOBAL PROTECTION PRODUCTS, LLC. "'"' I 'IT $1, I CAR 4 55.0. - 72.0 8,-b" 2 3/4- U14801.11-0 , ,� 1 4 IILIECO,...' a"'E", "' - , 41-n-_ n,.L. FICT, a a DWIMCM" caYPNw -176 / . I . Net - -, " ... PNDAW (..*.- 1.3, 10 l�)M-.,*, 20 - ` I 1. UWY Fa. " - - ,-,,, Pr wAF,,v*WPauRC/OATr Fall. I, nun . IF -.1 - I - 1. - Ia , # we'? = T11 '"' .----- -_ -_ --------- INSTALLATION DETAILS FOR DETION 92 FOR PANEL SYSTEM INTO EXISTING WOOD STRUCTURES ir­­____ 1, ­____� I i I FROOC�44ALAJR i . yi � EAUYF I oc,ti"R WOOD "EAGER NEOU 0 ., 4�T� - , , C . GY � � !'I,. In 4 , I AtouRni .. . " V.".'TAPCON 0 9* ,I' V'. T�� 0 11, at , '/.-0'C.PCoN 0, 11* O.0 . I I .- . I 1/4 ' 0 TAPICON III 6' 0 C 1. / 0C I ___j ! I I ! - FF/I /3 , AN HNEADEL, . r - ­ : 12- AN THREAD 1) - /I 1/2' Me" DIREAD": � - I W/I 112* " tHRIAIDED POWnWICRY AT TOOD 1: � PENETRATION At .Ooo � PENWITTUFTOR A, .00D I I � - - I? NIAI I HIADLR IT HEADER I I I I � I I I - I "I - 12 1 , , - I �, , I i " I ,.- I .. . .. . � - , 1-l"i" 4.1* I 4-,-w- " 12' 1 - I , I f ! 112- 1 1 1 !7 ... I i i I .... 1 ; I .In i I - I 1 .. 1 1 I I - 4� Lr�_.,1`82, J� I I " - - I ­1 I.I',- - I I , ", � , I - : I WHI I ,/,* ... 2� 1 4.1 It, rr- T_ ; 11L - I - i I , � LL�� I I I L. D_r _�L­ il I I LLI All, lo" I f � 1, - FMINT _i _4APARNOW '. .., C . I. - �. - ! : "&IIFFFC._� -, Pa"I I T S DFX, APt C14S 1 - (S,� . lo� I- "US u "CIH I - ­1 11 : I I I . � ; ; ,,, ... I PANTA 11,10i IFNM In (Sit wt I igum) i -,- ... I mnw. , - - -1 I ! IS, FINIAL LINCT'IT - -IOT I PART, IEN47T. -� � - , 'I - I I , Pon, , gg,otf, EX11111 - ; -T- CL - I T. I. A0I( I "U..) , � GLASS - . .,an -4) q."a-zo." � . ScIFLONFLE . ! � I "" "n't I "'"Ne, � Is .S FT/ . I ss IF S FT/ . 40 �� I I r 1/1^. . 1/3 7/8'. , 3/32 1 1 1 ! .INX, .IJ, 2. I .4 WFw .I,, , -1 , i I . I I 11 . IAKON 9 I � I I � I I I . I 1: I : " I.PULDEL, ; ; I PENETRATION AT ' . . MONTEITH OF PLATE, � , I r I I I ILI - A -r - - - 7-- 741_`=_-�� , ­C_,, - - t, �,-- � I - I , �, , � i , . , 1 �- i 1 . r I , � I 1; , i -i Yv�_4[_ --: I 0*0�L*�:--�--- - - go. I I . & I I I ECT I ­­­­ . . Ca - 1- I I I I I � _. _ __I_1' : �__ I -.---I , 1 -1 0my-*-- - . 1'. IF I-/ 4 1 1 . S , 11 11 -_ r __ -1(g CONT , - @ Cowl to , � I . 7/8'..3/32* FANG NUT W' to , I/.,.- zwl.-S 5 us W/ 7�ff - . 3132* WING ft,it ?!a *. . �/32 , MPG �__ __ - __ - 1 WASHER 0 12 I "', MR, No ' i � qw. fellow I WASHER 0 12 113 O.0 I NUT WASHER DIFICINTEL I i . ,/.-. TAProw 0 4* cc I I I ". LAPTOP 9 4, CC I �"'On, T-PEADED - - '� ,�,, I , I , " NTCAI i ;.. (STAGGERED W/ STUD) I - t­ V-:='N/"I , , � . Wg ,/2_ " "'"'N"E" OF PLATE ; . I I f " FICADED . P � ,;,M 7. . I FACANDT- I - ETRArION A' MOVILOTH , i . , . - " FACKID PIATIF j;64;FFrQ PLATE OFF PLATE OF PLATE . , i. RED ,A4* WOOD PLATE 4jjj�� PIATIF j I : .1 - REQUIRED 0 TING INSTALLATION WALL MOUNTING WALL MOUNTING WALL tFMOSTALLATION ALT5Wb1_Nft7AW 9 REGULAR PANEL & ALTERNAXWE &AW Gew SCALE 3/IT'-I* 0 Uks�EL 0 REGULAR PANEL & Liff SAETTY PANEL "1111110116161I SCALE J/8'. SCALE 3/8--,- SC.&,L 3/11,_ 1 * - TILL *,4,1.i?L, " limm ... ` \t e *'-.: FLORIDA BUILDING CODE (High Velocity NUT *carUT Zone) I 06TALLA TOTTS ARE DES" UNFLI - . . II) . I , . Up ' . . 1. % gJLaFa mit. - TIT O 455,5. -72 0 PSF AND PANEL S tENCTH UP 10 6 -11' 1 * No A I - 20 GAGE GALVANIZED STEEL STORM PANEL 1 2 FOR NEW WOOD FRAME C ClIDR, .000 "�.wn TV LIE SOUTHERN : . * I Ft . - _.. -- - It *. * j I ' Ped NO 2, W/ SPECIFIC DINSTIT OF 0.16 OR (OUA& I . . -, ,,"_, , 1 w/u/ I* .� - � . sl 0 I , GLOBAL PROTECTION PRODUCTS. LLC. a, '"Do 1�!:�O,' ll 1, IF 11LIECO.... - . , III STRITET IF .. pt %dfg� 6 __1 �C. �11 h IF ,."I*.* CII 13, , . . .... , 4 " - "I NIL ""I. 20-176 , , M­ Fen .. - - - - FT .1. WN)MI 1. (..� IVIT, ,I,;,,^ I-,."-,- N. UNTIFYI-1.1 ,,�16 . It: ""'I - PHINFIL ( T-..j­ CANI . I- .11, 3 II;Iw kpt_;�z',sl �,.� �� -TELL . -1 .F" 11 ji�__! i 1 �-� -.-,-..--.-] F.- I I LIFE SAFETY STORM _...-----�: H I ' ',� I„ NIAN, i I I , P1_ At ' ' Mn 1... 1 ro CUSS t l 1' :L': CO .. 1/2' OC I . - ­ - 1. .._� I . 2 INSTALLATION INSTALLATION ,' �.; ENS ONLY �O FOR BUILDINGS WIN AS D. COMPONENTS FQR SERIES 20.00 AL 1 (SCALE 112-1_ - 2.59" - - 15 196- (TOTAL WIDTH)-� 9- . !2 I -2 25C'-j 1 , ,:�' : . 3 - . -6 I"., 00* ; - i; 1� I , ?O [ 1I, I �, I I I - I ,A 11 .5 , , 075. 1! �� 075 1i 1 1 - i .,49- �,"­.-N, 11­_�__`N �, 2 5001 - ITR. I , I " I" - r , .. , ----\ 2.4 1 " 1, , ;u \ 2657* "I'Dom. MIN "WI I I NEwuLD 7i5o, 3 500, 1 . I ! . i I - 2 DOKi 26p-, GYPARLIM STEEL 1, ". EDGIF I P, I'lb 11 I �i ,t �.. I __ ,4 ASIw ­653 I - - !I HEM"" \., GTADr 50 MINFAU \ / k., �._­� , I I EDGE \ " C-60 Ci \ I 1. . "I - 11 .I! 4 . MAIL A � - , \�� . 6250- - 250' lk�l ,7 -----2 470- - % .I. (�) I . . I I I , I I'Mr, *s ,w , . - 150" - ./ .EALF'O ­.' '3* I 25(11�=; 1 - 9I I i , ,/ 1 75, o., - - ,2!� I - :t' � 1 - - .". HIT. I I I , MCD :� i I . � 3 150* I .", I 11 Q. i , ; I I 11-1, I ISOMETRIC VIEW DETAIL A 2 000, : , I I ;OCI i I ROUNOfr !EIEMNDE i"DGE'ANEL'S I I `h� I , ,,a. ; 1 I S ) I � I- 11 I . I -.1 I I I `__ - =_ I 125- IN , . == j # i , --.--..-.------ - I - ? o0c, IcT`1110'� (�) I J' PANEI40V0 E 6 W 2"(Max.) ALUM, ANGLE ,gF - r - 12 ' 60i Alum. ALLOY .� 11 �i F> j "A IF - !I j.� 6 i 11 ;. ,, IT -IF \A ` I � 1 r� ��("�S� I 4 : �� "' . - � . � � __ - I I 11 Jli� . . 67 ". % I No. - I_ FLORIDA BUILDING CODE (High Velocity Nufricarts Zone) , ___ I : i I - . 7!0, - I I... TATE OF ,*,.k i - f � "I"Co. INC - . ! 20 GAGE GALVANIZED STEEL STORM PANEL rp 11, %0".. -, ORIO --. - .I - - 0/n/20" - ­ � \ - O"IL T "I, 0. ' `11LIECO... .Am 5 IF 51 ""Is.. . I (D ALUM, ANGLE ��4 0 , , ,Vwfl ......... I / ,Ae,,�,, I, --- it" LONG " TILLS ttotm a tNo.rlt6-;6�., O.W. I ".. 6063-71 20-176 Alum. ALLOY .1 .. AN, .,t.- - 'Nagge, - - - f�)4"-7u5 TAX "OHN-01- -...---.,--- __ UNIT'-,A_1=-UFdj.II ... � IN, IT. . -f SEAl/`FA__i . IXA r I,11 � FT . a FL"j", I- PANELS QQQ E-Z HANG STORM ) .500' (EFF-ECTIVE F(Ii - I I L - - I wo, 1 350. I S I I! I I P.'' , I TYP .� DETAIL • . STORY PANEL 1 - 2 -70' .. e END COO[ I ' :T, 25p :Doe' I 0150 I CORNER TRACK 0 i 11 T I, i ` . ­ -�----: t GLOBAL PROTECTION PRODUCTS, LLC. STOP BAR 3" 3' ! INSTALLATION DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CK STRUCTURES 4' IAPCON AFX4CPS ',4' IAPODH MCHOft Ii4' INFICON ANCHORS 1 4' AINCON ANCHORS a 9* a C 4; 9. Of: 0 III Oc , 9' OC POURED C04CF47E POU ED CONCREIL POURED CONFORM PcvRED COK FTE 11 OR .. . :.),. OR CONCAM ON WHIME A . BLOCK REWIRED I C.1 BLOCK RECANTED I : BLOCK REQUIRED _r2_ BLOCK REOUTWO - , It -JE:- ` 0 I: � _" - - 1/4' � f - - - I cd , .. -, I I i., 1/4' 1 - 11 I 1/1' �, MIFF , : I IF I I E 6.4 1 1 : ED. I Co. - i I . ' ,in (LANT I� i � t, I . � ST :I . ; ( IT, : I I I I - unacrap . .'I I - MWAKUP'. . I - - a - (t, I -WONARTIFT. � I t I wt i� � r �m � - -= - I z ! i G ! _ : JP w I WYLAY,. , - _. - -M i - .4 i5�rr - �� 'r 941, Is) , I -, "' 0. � ,X'S"i, . �� ",S'.", � ! I EXITING I . EN""SI-1 - GLASS I G-055 I t CLASS � I 9I I Ca A I : d t I I I 9 I . . I . : J-1 I I I I In 11 6 . L4 I l/._,` 11 ,,,, . , ! � ; 5 .. .,.g-x 1� - 914 : " k : I -1 :!,:� . 1� N I NOTYNT � I I VL I , , ! e( - T, I � ! f I I : ; I ! : : I M, : I ; I : : I i - i _L i ! t : t 0 0- , !.11, 1, 7) � ''j, ED- I � - . � j I to- I to- r D - r I )w I 0 1 I I I � 47 _ _ - _ _ - 7 ­ -�i! I . w,14,#-?w,(."SS PIS W/ . I/.-.-2O.y--S,S FT/ -L , I % �_ , 1_ I __ I I 7/11'00/32 WING NOT WASHER ­1 � . I � , . ,T/32- WIND NUT � _F/ry . 3/32" WING I , 0 12 1/2- OC ., 7/8.0.J/32 WING NUT WASHER 1/8*. I (BEYOND) WASHER 0 12 112, O.0 It "I, NUT WASH" (&E 0"0) 1,A. JARGON ANCHORS � 4' FAIPCON ANC _W 4' TAFTCON ANCHORS. ..;a rAPCON1 6 4 I 12, O C 4 /2- OC 4 /2" 0 C "OPS (STAGGERED W/ SIM) (STAGGERED W1 ST D) 0 4 1/2" 0 C POLIFTED CONCRETE 'GORED CONCRETE POL TO CONCRETE ; UFKD CONCRETE 09 CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRET BLOCK OF, REQUIRED RFQUTREO REQUIRED RE CONCRETE BLOCK OURED WALL MOUNTING INSTALLATION MNG INSTALLATION WALL 11,110ff�LLATIQN RafflAILATHM SECTION SECTION 38 0 REGULAR PANEL a LIFE SAFETY PANEL 9 REGULAR PANEL 0 LIFE SAFETY PANEL SCALE 3/8--l' SCALE 3/8'-, - SCALE 310'.1" SCALE 3/8*.,' OPTION CONCRETE OR CONCRETE BLO 1; CONCRETE �-',' I M.S. i 1 ) WALL WAL iA SEE SlEr. 10 a 10 " ANCHORS 'Y"L . No" "M I/". 0" CAPON, SPMi FOR AST LATIONS INTO "M __ - __ FPAK outam - � 2�o 0") __ , .- 3 _ 00ANY ANCHOR SANOWA .0 _. _o�"_TQ_-iIm�_c;F)_ __ I- - Ca" 'a" ME "A"I"E'D TING . .I.E.UU, . I'D Isu INDICATED ON ... -1 7- be I.-) I SIGHED'Al "C"a .,AMR I , m I - LILITTIFFLne: SNI sHmi a" XNEAU ACPA [A OM DOMOO WALwast " THE POLlow" FACTORS " 1.4 OPIUMNON to K POSSIBLE, OEW= I '/I- M v .M.tb U"NO 'A"m SHALL NO' I 1/1' . N LESS THAN IMPAIR SANCIR; -'to q_ FOR EACH FIRCHOR TYPIT OFF THIS S. Ir " THAN off CODE barr -.- INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXIS NG WOOD STRUCTURES ----I- -� � � 1P 1/4'0 TATICON 0 6' D.C. 1 �4",I11.11ON 0IT OC I *(��110`CLMA THREADED � '. . --"--,--� I Y AT WOOD T___ - ] /2- FLIN , H"FADIET) . I 1), PENETRATION AT WOW ! I HEADER i HEADER I , 'I I I , I I , , I I ' , `J�"1127 .1 lli,'T" �_ I I I , _1 WOOD TRACER 2" 1 1 TR I IF . IN I WOOD HEADER , NFOURRI 11 - M - 'FrOURTI) - I - - , .." L-.--- ___1 (F --I-- -, I Ili I - ,,, I , I. J� " 711-, I I . � . � I I �, _wL L, I � : � - 7 I'm I SUNLY, I � I "a - - . . _ t : �- (Sff wervAJ, . I I FASTING 0. wetirt Is) I I ;I. � . -I 1 `0 GALS 'L' M.. I I , 0- (SU SCRED"" - P44EL LENGTH . I PANEL LENGTH EAISILI I ON .wl IT) � I (SEE NOTE I BELOW) 1/1'#_20.1' NOTE I BELOW) . SS LIS W/ , � I I 7/11'. IT 3/52. i --�f I I -I , WIND NUT ! fi- I I I ! I � I 4� , i I t ! ; I i � , � I I I I � I I i . I - � .. i ! i ..f, , I ! I - , I I 6. I - .1 I Cc I j I . I I : i .1 -K W, I I I ED I , 11 I LQ 11 . � 9 . ! I I I .- T­ 2'.4' WOLUO PLATE � ;; - I 7/8'd . 3 32' Ni : . . � 1/8 , IF . 3/32- WIND NUT 2',4' WOOD PLATE. I / REWIRED I i WAS4ER 0 6 /4 o C REOUAWf) . , I ; I WASHER 0 (KYOND) 10 PARELMATIF PLUS � I i : , I , - i I "', TRAL us - /.- no AQ 7/P' 1 . . 1*. 1: FT I z,/.. � , FT N. NREADEO NETRAIRTIN MIN "EACTIED P PATON I AT witfAvii Of PLATE .1 RLOWN OF "it - I � I -1111"" , .1 - i WALL MOUNTING INSTALLATION WALL M ALLOON ALTERNATIVE SAW '11%.."Otu#ii,lo",F� & REGULAR PANIEL ,tJF T ALTERNATIVE 8BW , ,;�� N'...Ijj,ps, 0 LIFE SAFM PANE SCALE 3/e'.I- 1A "" 1 SCALE 318*-I" , _`­ EN '�'j 1� , v\c se _gg FLORIDA BUILDING CODE (High Velocity Hurricane Zone) KQIM f/e. " I .01 XMIC4. II IF * 1 20 GAGE GALVANIZED STEEL STORM PANEL I mvA,%A;XNf5 ARE: oNLY VALID FOR aulo#;�, FIFTH &so DESIGN LOADS = -:, , :,_--. __ ..--T!-1- - ** - UP TO 15-15. - 20 PST MO PANIEL'S LENGTH UP ID 8'-13' . * � � * - I . - I . ' - w/m/poi . 1 �O- , � I . I \1 GLOBAL PROTECTION PRODUCTS. LLC. QAIE 7 FOR NEW *(>Do FRWIL CONSIATUC70N ULWWRS TO HE POW14FIT4 I e. , 11LIECOm. NFAT 16. 51 �"W --- - W/ SPECIFIC DIFINSITY Of 0 55 OR EQUILL �.%--. tuft ftuvid III bw.tf*m ccwo,.� PINT NO 2. " OR\,DW-A ..-; . V, # 'ISUPFFIF-Ti T; at-1. `, -�,-F:-` 4- 1 NKFWL DRH"=. X, - 20-176 . --- .01 - - _­ -4-1) .:� I a =lr(--,- ". " - . �. -� - . t fLqPOA-n,-.,,.",- ""A"to flawsFALL/sKINKIPFILITIPvt WNI.CX A F , I LIFE SAFETY STORM PANEL SYSTEM I ff 11 I (SEC CLAMS' I ! `....I.I ­ � ; I � l, I I-_--'1_-._. WING IN-.10 .I 1/a- �{ L '�. 1 ,)� WOOD SATE YIN NO - . /24 10 ) I/ 4'/2410. off/mvi ,,,Zv s IZ24T 4c) (SEE "M 2 BELOW) j- wa. 2/24 10T 1'/24 III- (SUIC FDIC j Ktm, IF Nc - C."C"In", .11c.m T TPE�;!Ar,. f co-, , .., N I , , , w I* I C. ,F, ---- - gCNoOuuC of SHEET To, FM wow scem - - - - - - j, - - -I-- - (SEE sew I - . _ ­ N r . . su SECTIONS ON S.m 26 '. .DUU1 0 I I I' LIFT, . - . �' -.-.. --- - - . -----.----- _ - - Z_ 1 "Y"_1 --- I � 11�_0�1___1 .. 1� -=,' S.5 ::�-:t::_"4 - __:r_--- 1 1 -.----. -----,-- ____ - 7--_�i- - --.-- - � no z _T I I - f ­ 8 �_7 _�7, T111-- . r 7--T!t-T-- J-1- I - ---TO - ­7 ; __ - . I _ -711-11 F I ; . ,17, ,4,7111r, I . i- I . T I I 1 T T� , ,; : I r_` _- 1 7, IT r, � � , I; I ; I " I 1 1 I ; ! 1 1 I , I � . I ! [ i ! , I � � i I 1 , 1 ! 1 1 ; i � � � i i� .� i , . L � ." I I I.i .. 1") I I I , , , . , , , . , I 0 X 'L' � ��. FA 'EL I - P,,;,W 7 1 Go X "Ll � R ji, ("Tir."m ONNIL0 1 IFFIDE PNRU) 1 (Hrrece, AMID) IW NOTT 2, 1,. WELCIFF,2SFENOTE 33141111ii1:�IiIT.....!4w1�9�iI(ki� ;ST,INM�C"I 4 BELOW117sm",'I'DT,1.CL,I,�1.�,' � I 1 7 - . I 'ijg; i � �4.1 : t_� . �ji -41 - q. I '�� , I i . ; -6\11 404 1 1 ! .,V ,, C ,� 6 .,"14, � .; ­1 I I , , �. I 1 1 �. � �! I I I I j � : I I I I . I I 1 -T-t � , 1 i . i ; t ji � A410- APMI� :/ I i � � I : i ,_ - I I � : � I I , � 1 1 1 . 4 1 1 � � ! ! ! I _. 4t S, i � I I : MR. 5 */ I ? � I I '. 91L � I i � � t i I I : � w�: .. / I I - �. : 1 1 j ,wt'-wi-�S", 1 I i i I : , M3 32 woz"�� . j i , 40 A 'L' �T � T � I ' � 10 A l I I . � I ! I 11 � T ; : 7 1 1 , , , r 1, , , 111n � I lj� � ! � � � � IjT� ! "i i T � ; I I Iii , � i 11 i I I , � i I I � � i � �';' : L I , - ! I � t." � I � t- � � i..: L I! , , .L-, �- - �__ .1 I - I , ,, -I -I 1-j- I 11LI 1 I'll -L-q-TAII , ., ­ _1_;__�__ TLI I � I I., I I I t . Ell 1, _L 4� !_ 1 _j . - � _1 I - I L,L� . �l_-!H' I 1I - 4: - 4 - - - , 1. , � _�_ -6 - I, -L:--! - '_ ,-, __ L I -, 1. - . SIVE . kibi 41, W, 3 tr__ - -) j& -.1, - OFF, M`Nog`L ", - �, - Ma. ION cow Ma. BE LOCATED - - - IT- ---.. - - -4 vERNATC LOCATION I , - ---.--- - - __ ----�--tc.nw . THAI, 25; TOT, WOOK, ICIAD, --,. , :1,1MOR 1 1/2 I FIT? . I EW PANELS) SET se"'OHR OFF P.Er 26 __ PANELS _.__ ,V _ _ =DTZ/ NEAR .ARDE ?a FACATITAW . I MT. � 3 (D w OFF/ OR I (D - = ALIFFM K PROVIDED &� ' LAST PANEI. O) TO RE kIVATALET At EACH I C ENFK""�q) TO WE INSTALLED EACH TYPICAL ELEVATION FOR REAR'HINTIOLF TG&r_AC`PFTAWTE,""M"o .9 TYPICAL ELEVATION FOR SERIES 1000 F WITIENDED 10 K INSITACIII, - EN" SHALL � 1 INTE14ED TO BE INIVAU "'=X"' -S" 01 STITUCIURE I 9)11�&I INSIDE OF 11"l-ICIFURE (i) SYSTEM I 11CALK 1I . I- /V APF own TRAFE 3/3r - I' I- ft. &AP -1 - _____j t, - r, 0 AW 11 z11K_ Z_,_\_ I. FIAT`[ Po"ATIO. SLOM :A; SECTION B- At END wM WALL VU- - I - NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM Of PANEL . TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG (1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, " W/ PANCUMATES Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of END PANELS W/ ,/..._jGFLT/ 7V(P2. p FUTI vHLTM&5CRIW`iNTOS �EO K,EPI AS , 0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I " ffiNr NUT 1 (3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK ""M 1/4 INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END ARE USE jCINTLv EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT am T,F L BE PROVIDED AT TOP OF SUCH PANELS (4;, tS INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY KUL To TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11 to FIAT BE USED JOINTLY Wl TRACK TRACK TO YNALL BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2" � Sri 3 5 gt� TWO PANfULLATES SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T ALLED tj , I It 4 V , , IT '<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '? . � , NN .. . . q .. . ,,-, ' . I . ,\cENs I" � FLORIDA BUILDING CODE (High Velocity Hur Cang, Zone) , " ' " IF . .xm ntnw. IRC_ - : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1. I : � �� _ 1 j It'. 0 - ftUA. - _�-_ \ I I to . , -1 I ' ./m/ge. - _ - I :Q: f ..-o'. OF _.� � GLOBAL PROTECTION PRODUCTS U.C. IT � S, �p -,.. .q 0 IOIN -.- , IILIECOinc ON &F, FT �, " ..� 0 IF., , irm cow;R GAWF. Ft MI. ,.� , . ., , TFULIT TCOION a cmuerm �220-,1.7]. , FI 't, e'� ...... �'. Cl'. , ,� - .. ,er e, It= .X.,- V.. " 1, - '11H.. - I-)�m, 20-176 1. , )M _ m.w4 FIN, ;;;;_� II4 L �- , _ --- - --I. -"- , E- j __ . .,.�,,,"sul/�%.D.T,M/OL7 .� TA . "11111'1'111'1�11p.l #0 WA t IT ,L= %UX 'T. FT- . I � � " w it - LK If ,IT I {_�,P- psEE NOR 2 K;4W MI"- _�_ Dr I I' II PANEL) (CND PMNELJ , je";o P.,;CL l� t'"Nii ,,.��) li'Y'\i I�j1WID-i! I i I ail ' I , . ILI j _ ^. rNAR UYATT (twl) NOTE TIC WY Al 'r PANEL r___-..._ E-2 HANG STORY PANEL E-Z HANG STORY .AIRS) PANEL SYSTEM CONSIS71N0 BOTTOM (2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM, TAP , CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR ) '6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG IRA&T At PANELS CONNECTED TO OM TRACK STOP 7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED BOTTOM BOTTOM . ATTAON�N BOTTOM (S) pp " INN SCAT Y INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES It, 4* 4' 7APCON ANC.M IT ii o.c gi r O T: TIOU D CONCRETE cmcK-.[ DR IMOCA . 2 OR CONCRETE RLOCK REQUIRED i .(oljwtl .0 I I , ,/.* I 1 1/4- 7 MR. I1IL ... I - - TO - E J:F I � I I � -ti. ;-' � I 1 I" � 1 111, I I CON, I I I : PIT s- . J� t �, - IONAP"FIFF 1. NaKIPA.L. - . , ,j) w T. WAFTOW, lv� I- =r. - I W_ ,.I , Wen 1.) I I 0 �, : � 4 r I I� =� G; 9 11 T'Ill, 11_� I I I I I ! : I 1 tl : 16 ; f i I ; - ., I 4 I . VI : I , - � 5 . UI �t 4L i I : F'5 TAN : I 9%F- 'ARRUFF" FT : - : � I I : ; I I I : I I , II t 4 . L, " 1, I I � I E D - I jIIuED* I i 11 11 114- 10-00 PANEUMADE PLUS W/ , .j I MATI 110' IN/ 7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR POURED cowRrTE DR CONCRETE BLOCK OR cow-Ft7r Iti REWIRED REWIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN SECTION SA SECTION 52 0 LIFE SAFM PANEL SCALE 3/8-- - L.0 ..... L ....... "Ali SCALE 3/a*-I' LIFE SAFETY STORM PANEL SYSTEM tAPCON ANCIFERS 1: POURED CONCRETE • E. POURED CONCRETE 1 fix ow IT a 20 " ­Cn0ft NINE A,/... I - I � SPACING INTO WOOD ._________.__ ­ nvAIE Kk"c - Awmm aWme, (.)-. AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I SCHEDULE FOR _" .;---(.) i F - -, I SCHEOULIE REDUCK WCI" SPACING v vULTIFL VACLY: $.a.. SCHCOUN, APJL La am ----ncm NY THE Ml~ FACTORS FOR NK I ". - . OPLIFLATION, TO K POSSIBLE. FIDLPUO PAC" ocrAm US" FACTOR SHN.J. NOT I '/r . THAV FINTRUFF SANI INDICATED Mo EACH TYPE - 1-6 SC.CDJUE 1. I I 'Co ,i, FOR AISTAWIpNS YNWW ED. Ills THAN FIFIFICATIVID ON Per,., ON - K ANCHOR .- , , . s­e, - -�4 : : OM No.44167 ." ... *: I7_ ... -1 OIMev lfeS ?�,�-' -_�LiiN _V�­­ -- 5,�-A-C�65!!:�/"__", 'if RAL'SKIFFInjaxi'Di CWII " C= � C%j (= � C= ai 6 4= U) - - >< Cl- . in- - an = on tl� -FIX 3. (1) a) = , � = DID - .ax Y _= GO r_3 -1 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. Mi. 11 I WIL (W)M-�� 1. m�)M-M? 20-176 UNIT .I . _- " "I" PHO - 't VAL/sIONY'Lew/tAn ,A_.IT. - '"" YNN4 FIT, oft," A PC - --- L M# 'i I I SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND 114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE SHALL FACTOR SHEETS LOADS DETERMINED PER ASCE !-IS SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS MAX. (ASO) DESIGN PRESSURE RATINGS $ THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3 SPACING THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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I- /V APF own TRAFE 3/3r - I' I- ft. &AP -1 - _____j t, - r, 0 AW 11 z11K_ Z_,_\_ I. FIAT`[ Po"ATIO. SLOM :A; SECTION B- At END wM WALL VU- - I - NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM Of PANEL . TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG (1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, " W/ PANCUMATES Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of END PANELS W/ ,/..._jGFLT/ 7V(P2. p FUTI vHLTM&5CRIW`iNTOS �EO K,EPI AS , 0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I " ffiNr NUT 1 (3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK ""M 1/4 INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END ARE USE jCINTLv EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT am T,F L BE PROVIDED AT TOP OF SUCH PANELS (4;, tS INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY KUL To TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11 to FIAT BE USED JOINTLY Wl TRACK TRACK TO YNALL BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2" � Sri 3 5 gt� TWO PANfULLATES SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T ALLED tj , I It 4 V , , IT '<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '? . � , NN .. . . q .. . ,,-, ' . I . ,\cENs I" � FLORIDA BUILDING CODE (High Velocity Hur Cang, Zone) , " ' " IF . .xm ntnw. IRC_ - : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1. I : � �� _ 1 j It'. 0 - ftUA. - _�-_ \ I I to . , -1 I ' ./m/ge. - _ - I :Q: f ..-o'. OF _.� � GLOBAL PROTECTION PRODUCTS U.C. IT � S, �p -,.. .q 0 IOIN -.- , IILIECOinc ON &F, FT �, " ..� 0 IF., , irm cow;R GAWF. Ft MI. ,.� , . ., , TFULIT TCOION a cmuerm �220-,1.7]. , FI 't, e'� ...... �'. Cl'. , ,� - .. ,er e, It= .X.,- V.. " 1, - '11H.. - I-)�m, 20-176 1. , )M _ m.w4 FIN, ;;;;_� II4 L �- , _ --- - --I. -"- , E- j __ . .,.�,,,"sul/�%.D.T,M/OL7 .� TA . "11111'1'111'1�11p.l #0 WA t IT ,L= %UX 'T. FT- . I � � " w it - LK If ,IT I {_�,P- psEE NOR 2 K;4W MI"- _�_ Dr I I' II PANEL) (CND PMNELJ , je";o P.,;CL l� t'"Nii ,,.��) li'Y'\i I�j1WID-i! I i I ail ' I , . ILI j _ ^. rNAR UYATT (twl) NOTE TIC WY Al 'r PANEL r___-..._ E-2 HANG STORY PANEL E-Z HANG STORY .AIRS) PANEL SYSTEM CONSIS71N0 BOTTOM (2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM, TAP , CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR ) '6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG IRA&T At PANELS CONNECTED TO OM TRACK STOP 7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED BOTTOM BOTTOM . ATTAON�N BOTTOM (S) pp " INN SCAT Y INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES It, 4* 4' 7APCON ANC.M IT ii o.c gi r O T: TIOU D CONCRETE cmcK-.[ DR IMOCA . 2 OR CONCRETE RLOCK REQUIRED i .(oljwtl .0 I I , ,/.* I 1 1/4- 7 MR. I1IL ... I - - TO - E J:F I � I I � -ti. ;-' � I 1 I" � 1 111, I I CON, I I I : PIT s- . J� t �, - IONAP"FIFF 1. NaKIPA.L. - . , ,j) w T. WAFTOW, lv� I- =r. - I W_ ,.I , Wen 1.) I I 0 �, : � 4 r I I� =� G; 9 11 T'Ill, 11_� I I I I I ! : I 1 tl : 16 ; f i I ; - ., I 4 I . VI : I , - � 5 . UI �t 4L i I : F'5 TAN : I 9%F- 'ARRUFF" FT : - : � I I : ; I I I : I I , II t 4 . L, " 1, I I � I E D - I jIIuED* I i 11 11 114- 10-00 PANEUMADE PLUS W/ , .j I MATI 110' IN/ 7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR POURED cowRrTE DR CONCRETE BLOCK OR cow-Ft7r Iti REWIRED REWIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN SECTION SA SECTION 52 0 LIFE SAFM PANEL SCALE 3/8-- - L.0 ..... L ....... "Ali SCALE 3/a*-I' LIFE SAFETY STORM PANEL SYSTEM tAPCON ANCIFERS 1: POURED CONCRETE • E. POURED CONCRETE 1 fix ow IT a 20 " ­Cn0ft NINE A,/... I - I � SPACING INTO WOOD ._________.__ ­ nvAIE Kk"c - Awmm aWme, (.)-. AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I SCHEDULE FOR _" .;---(.) i F - -, I SCHEOULIE REDUCK WCI" SPACING v vULTIFL VACLY: $.a.. SCHCOUN, APJL La am ----ncm NY THE Ml~ FACTORS FOR NK I ". - . OPLIFLATION, TO K POSSIBLE. FIDLPUO PAC" ocrAm US" FACTOR SHN.J. NOT I '/r . THAV FINTRUFF SANI INDICATED Mo EACH TYPE - 1-6 SC.CDJUE 1. I I 'Co ,i, FOR AISTAWIpNS YNWW ED. Ills THAN FIFIFICATIVID ON Per,., ON - K ANCHOR .- , , . s­e, - -�4 : : OM No.44167 ." ... *: I7_ ... -1 OIMev lfeS ?�,�-' -_�LiiN _V�­­ -- 5,�-A-C�65!!:�/"__", 'if RAL'SKIFFInjaxi'Di CWII " C= � C%j (= � C= ai 6 4= U) - - >< Cl- . in- - an = on tl� -FIX 3. (1) a) = , � = DID - .ax Y _= GO r_3 -1 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. Mi. 11 I WIL (W)M-�� 1. m�)M-M? 20-176 UNIT .I . _- " "I" PHO - 't VAL/sIONY'Lew/tAn ,A_.IT. - '"" YNN4 FIT, oft," A PC - --- L M# 'i I I SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND 114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE SHALL FACTOR SHEETS LOADS DETERMINED PER ASCE !-IS SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS MAX. (ASO) DESIGN PRESSURE RATINGS $ THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3 SPACING THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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I "PLAUT \ ".­--r-, i I ca .m- 0 � RIM . /`._Jj.* . - IPPF -7 M" " - " / *1 .,//", , I pw =Q:AP., . /.I Ca ., _� I § - I 'PuFfieve"Is, ­ . "'YeRNALF, 4m - I gai i �' ,--- /1 I \\,(�) .11�;,"111411�11` - I 0i Cut ftu"-i I PaPag"t �-tx w oPugar") T i-1 (FLUE'LOALIFULL" ­-) ­­TC- ." IN Pet, lot - - C2. .1 11 I WALL AND - WING TIMM III - .) IN, �l - .W., TING M"T =wL . _ SECTION III I 0 � ,-,. SCALE 3/e-" iff INST, SCALE 3/11i ----48 SECTION 3 agM_A" 1 , -,., bla-L sciftl 3/8." SCALE 3/11.1' . - __ 1 I � .1 - ,� Ft F CIE OYNTLYFUNT, rm ,Eft / /.- - - Vell IM' . ! � 1 I w Nou P't , "wz" 1� UUN"'o I - 4 ' _�' 7_ , " '.*Lo'- "'01TH " J, ) -i ar(lb AT pol ,tg .:. I I " � C4, .. . . - AQ� ...... r �11z,,Li,iT. � I 1�1 , fe TYINFL,"hol, h`x OFT UNIX' 23 1 IT .. I " MITI ,I --:I� i, . N �=, �Ir I � 44167 *' B L-,--- FLORIDA BUILDING I I 6 � to- A BOTTOM �T I = -CODE (NIgh Velocity NUT cone zci I come*lm 1. ANY - m '111 a . I . . 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N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. An,-_ CA-ODN?%, - . ­ - PARINI WWICX A nUUI - PlC I . FTOI . - w n - I Lifil. I - I i I 0! 4 z z 1 .2 PANELS QQQ E-Z HANG STORM ) .500' (EFF-ECTIVE F(Ii - I I L - - I wo, 1 350. I S I I! I I P.'' , I TYP .� DETAIL • . STORY PANEL 1 - 2 -70' .. e END COO[ I ' :T, 25p :Doe' I 0150 I CORNER TRACK 0 i 11 T I, i ` . ­ -�----: t GLOBAL PROTECTION PRODUCTS, LLC. STOP BAR 3" 3' ! INSTALLATION DETAILS FOR #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CK STRUCTURES 4' IAPCON AFX4CPS ',4' IAPODH MCHOft Ii4' INFICON ANCHORS 1 4' AINCON ANCHORS a 9* a C 4; 9. Of: 0 III Oc , 9' OC POURED C04CF47E POU ED CONCREIL POURED CONFORM PcvRED COK FTE 11 OR .. . :.),. OR CONCAM ON WHIME A . 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MOUNTED TO FXt!DR4G SA" WALL Xrl III LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11 to FIAT BE USED JOINTLY Wl TRACK TRACK TO YNALL BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2" � Sri 3 5 gt� TWO PANfULLATES SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T ALLED tj , I It 4 V , , IT '<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '? . � , NN .. . . q .. . ,,-, ' . I . ,\cENs I" � FLORIDA BUILDING CODE (High Velocity Hur Cang, Zone) , " ' " IF . .xm ntnw. IRC_ - : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1. I : � �� _ 1 j It'. 0 - ftUA. - _�-_ \ I I to . , -1 I ' ./m/ge. - _ - I :Q: f ..-o'. OF _.� � GLOBAL PROTECTION PRODUCTS U.C. 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SCHCOUN, APJL La am ----ncm NY THE Ml~ FACTORS FOR NK I ". - . OPLIFLATION, TO K POSSIBLE. FIDLPUO PAC" ocrAm US" FACTOR SHN.J. NOT I '/r . THAV FINTRUFF SANI INDICATED Mo EACH TYPE - 1-6 SC.CDJUE 1. I I 'Co ,i, FOR AISTAWIpNS YNWW ED. Ills THAN FIFIFICATIVID ON Per,., ON - K ANCHOR .- , , . s­e, - -�4 : : OM No.44167 ." ... *: I7_ ... -1 OIMev lfeS ?�,�-' -_�LiiN _V�­­ -- 5,�-A-C�65!!:�/"__", 'if RAL'SKIFFInjaxi'Di CWII " C= � C%j (= � C= ai 6 4= U) - - >< Cl- . in- - an = on tl� -FIX 3. (1) a) = , � = DID - .ax Y _= GO r_3 -1 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. 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REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. 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I \1 GLOBAL PROTECTION PRODUCTS. LLC. QAIE 7 FOR NEW *(>Do FRWIL CONSIATUC70N ULWWRS TO HE POW14FIT4 I e. , 11LIECOm. NFAT 16. 51 �"W --- - W/ SPECIFIC DIFINSITY Of 0 55 OR EQUILL �.%--. tuft ftuvid III bw.tf*m ccwo,.� PINT NO 2. " OR\,DW-A ..-; . V, # 'ISUPFFIF-Ti T; at-1. `, -�,-F:-` 4- 1 NKFWL DRH"=. X, - 20-176 . --- .01 - - _­ -4-1) .:� I a =lr(--,- ". " - . �. -� - . t fLqPOA-n,-.,,.",- ""A"to flawsFALL/sKINKIPFILITIPvt WNI.CX A F , I LIFE SAFETY STORM PANEL SYSTEM I ff 11 I (SEC CLAMS' I ! `....I.I ­ � ; I � l, I I-_--'1_-._. WING IN-.10 .I 1/a- �{ L '�. 1 ,)� WOOD SATE YIN NO - . /24 10 ) I/ 4'/2410. off/mvi ,,,Zv s IZ24T 4c) (SEE "M 2 BELOW) j- wa. 2/24 10T 1'/24 III- (SUIC FDIC j Ktm, IF Nc - C."C"In", .11c.m T TPE�;!Ar,. f co-, , .., N I , , , w I* I C. ,F, ---- - gCNoOuuC of SHEET To, FM wow scem - - - - - - j, - - -I-- - (SEE sew I - . _ ­ N r . . su SECTIONS ON S.m 26 '. .DUU1 0 I I I' LIFT, . - . �' -.-.. --- - - . -----.----- _ - - Z_ 1 "Y"_1 --- I � 11�_0�1___1 .. 1� -=,' S.5 ::�-:t::_"4 - __:r_--- 1 1 -.----. -----,-- ____ - 7--_�i- - --.-- - � no z _T I I - f ­ 8 �_7 _�7, T111-- . r 7--T!t-T-- J-1- I - ---TO - ­7 ; __ - . I _ -711-11 F I ; . ,17, ,4,7111r, I . i- I . T I I 1 T T� , ,; : I r_` _- 1 7, IT r, � � , I; I ; I " I 1 1 I ; ! 1 1 I , I � . I ! [ i ! , I � � i I 1 , 1 ! 1 1 ; i � � � i i� .� i , . L � ." I I I.i .. 1") I I I , , , . , , , . , I 0 X 'L' � ��. FA 'EL I - P,,;,W 7 1 Go X "Ll � R ji, ("Tir."m ONNIL0 1 IFFIDE PNRU) 1 (Hrrece, AMID) IW NOTT 2, 1,. 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SIVE . kibi 41, W, 3 tr__ - -) j& -.1, - OFF, M`Nog`L ", - �, - Ma. ION cow Ma. BE LOCATED - - - IT- ---.. - - -4 vERNATC LOCATION I , - ---.--- - - __ ----�--tc.nw . THAI, 25; TOT, WOOK, ICIAD, --,. , :1,1MOR 1 1/2 I FIT? . I EW PANELS) SET se"'OHR OFF P.Er 26 __ PANELS _.__ ,V _ _ =DTZ/ NEAR .ARDE ?a FACATITAW . I MT. � 3 (D w OFF/ OR I (D - = ALIFFM K PROVIDED &� ' LAST PANEI. O) TO RE kIVATALET At EACH I C ENFK""�q) TO WE INSTALLED EACH TYPICAL ELEVATION FOR REAR'HINTIOLF TG&r_AC`PFTAWTE,""M"o .9 TYPICAL ELEVATION FOR SERIES 1000 F WITIENDED 10 K INSITACIII, - EN" SHALL � 1 INTE14ED TO BE INIVAU "'=X"' -S" 01 STITUCIURE I 9)11�&I INSIDE OF 11"l-ICIFURE (i) SYSTEM I 11CALK 1I . I- /V APF own TRAFE 3/3r - I' I- ft. &AP -1 - _____j t, - r, 0 AW 11 z11K_ Z_,_\_ I. FIAT`[ Po"ATIO. SLOM :A; SECTION B- At END wM WALL VU- - I - NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM Of PANEL . TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG (1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, " W/ PANCUMATES Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of END PANELS W/ ,/..._jGFLT/ 7V(P2. p FUTI vHLTM&5CRIW`iNTOS �EO K,EPI AS , 0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I " ffiNr NUT 1 (3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK ""M 1/4 INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END ARE USE jCINTLv EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT am T,F L BE PROVIDED AT TOP OF SUCH PANELS (4;, tS INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY KUL To TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11 to FIAT BE USED JOINTLY Wl TRACK TRACK TO YNALL BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2" � Sri 3 5 gt� TWO PANfULLATES SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T ALLED tj , I It 4 V , , IT '<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '? . � , NN .. . . q .. . ,,-, ' . I . ,\cENs I" � FLORIDA BUILDING CODE (High Velocity Hur Cang, Zone) , " ' " IF . .xm ntnw. IRC_ - : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1. I : � �� _ 1 j It'. 0 - ftUA. - _�-_ \ I I to . , -1 I ' ./m/ge. - _ - I :Q: f ..-o'. OF _.� � GLOBAL PROTECTION PRODUCTS U.C. IT � S, �p -,.. .q 0 IOIN -.- , IILIECOinc ON &F, FT �, " ..� 0 IF., , irm cow;R GAWF. Ft MI. ,.� , . ., , TFULIT TCOION a cmuerm �220-,1.7]. , FI 't, e'� ...... �'. Cl'. , ,� - .. ,er e, It= .X.,- V.. " 1, - '11H.. - I-)�m, 20-176 1. , )M _ m.w4 FIN, ;;;;_� II4 L �- , _ --- - --I. -"- , E- j __ . .,.�,,,"sul/�%.D.T,M/OL7 .� TA . "11111'1'111'1�11p.l #0 WA t IT ,L= %UX 'T. FT- . I � � " w it - LK If ,IT I {_�,P- psEE NOR 2 K;4W MI"- _�_ Dr I I' II PANEL) (CND PMNELJ , je";o P.,;CL l� t'"Nii ,,.��) li'Y'\i I�j1WID-i! I i I ail ' I , . ILI j _ ^. rNAR UYATT (twl) NOTE TIC WY Al 'r PANEL r___-..._ E-2 HANG STORY PANEL E-Z HANG STORY .AIRS) PANEL SYSTEM CONSIS71N0 BOTTOM (2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM, TAP , CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR ) '6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG IRA&T At PANELS CONNECTED TO OM TRACK STOP 7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED BOTTOM BOTTOM . ATTAON�N BOTTOM (S) pp " INN SCAT Y INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES It, 4* 4' 7APCON ANC.M IT ii o.c gi r O T: TIOU D CONCRETE cmcK-.[ DR IMOCA . 2 OR CONCRETE RLOCK REQUIRED i .(oljwtl .0 I I , ,/.* I 1 1/4- 7 MR. I1IL ... I - - TO - E J:F I � I I � -ti. ;-' � I 1 I" � 1 111, I I CON, I I I : PIT s- . J� t �, - IONAP"FIFF 1. NaKIPA.L. - . , ,j) w T. WAFTOW, lv� I- =r. - I W_ ,.I , Wen 1.) I I 0 �, : � 4 r I I� =� G; 9 11 T'Ill, 11_� I I I I I ! : I 1 tl : 16 ; f i I ; - ., I 4 I . VI : I , - � 5 . UI �t 4L i I : F'5 TAN : I 9%F- 'ARRUFF" FT : - : � I I : ; I I I : I I , II t 4 . L, " 1, I I � I E D - I jIIuED* I i 11 11 114- 10-00 PANEUMADE PLUS W/ , .j I MATI 110' IN/ 7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR POURED cowRrTE DR CONCRETE BLOCK OR cow-Ft7r Iti REWIRED REWIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN SECTION SA SECTION 52 0 LIFE SAFM PANEL SCALE 3/8-- - L.0 ..... L ....... "Ali SCALE 3/a*-I' LIFE SAFETY STORM PANEL SYSTEM tAPCON ANCIFERS 1: POURED CONCRETE • E. POURED CONCRETE 1 fix ow IT a 20 " ­Cn0ft NINE A,/... I - I � SPACING INTO WOOD ._________.__ ­ nvAIE Kk"c - Awmm aWme, (.)-. AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I SCHEDULE FOR _" .;---(.) i F - -, I SCHEOULIE REDUCK WCI" SPACING v vULTIFL VACLY: $.a.. SCHCOUN, APJL La am ----ncm NY THE Ml~ FACTORS FOR NK I ". - . OPLIFLATION, TO K POSSIBLE. FIDLPUO PAC" ocrAm US" FACTOR SHN.J. NOT I '/r . THAV FINTRUFF SANI INDICATED Mo EACH TYPE - 1-6 SC.CDJUE 1. I I 'Co ,i, FOR AISTAWIpNS YNWW ED. Ills THAN FIFIFICATIVID ON Per,., ON - K ANCHOR .- , , . s­e, - -�4 : : OM No.44167 ." ... *: I7_ ... -1 OIMev lfeS ?�,�-' -_�LiiN _V�­­ -- 5,�-A-C�65!!:�/"__", 'if RAL'SKIFFInjaxi'Di CWII " C= � C%j (= � C= ai 6 4= U) - - >< Cl- . in- - an = on tl� -FIX 3. (1) a) = , � = DID - .ax Y _= GO r_3 -1 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. Mi. 11 I WIL (W)M-�� 1. m�)M-M? 20-176 UNIT .I . _- " "I" PHO - 't VAL/sIONY'Lew/tAn ,A_.IT. - '"" YNN4 FIT, oft," A PC - --- L M# 'i I I SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND 114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE SHALL FACTOR SHEETS LOADS DETERMINED PER ASCE !-IS SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS MAX. (ASO) DESIGN PRESSURE RATINGS $ THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3 SPACING THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. An,-_ CA-ODN?%, - . ­ - PARINI WWICX A nUUI - PlC I . FTOI . - w n - I Lifil. I - I i I 0! 4 z z 1 .2 -.- INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXIS NG WOOD STRUCTURES ----I- -� � � 1P 1/4'0 TATICON 0 6' D.C. 1 �4",I11.11ON 0IT OC I *(��110`CLMA THREADED � '. . --"--,--� I Y AT WOOD T___ - ] /2- FLIN , H"FADIET) . I 1), PENETRATION AT WOW ! I HEADER i HEADER I , 'I I I , I I , , I I ' , `J�"1127 .1 lli,'T" �_ I I I , _1 WOOD TRACER 2" 1 1 TR I IF . IN I WOOD HEADER , NFOURRI 11 - M - 'FrOURTI) - I - - , .." L-.--- ___1 (F --I-- -, I Ili I - ,,, I , I. J� " 711-, I I . � . � I I �, _wL L, I � : � - 7 I'm I SUNLY, I � I "a - - . . _ t : �- (Sff wervAJ, . I I FASTING 0. wetirt Is) I I ;I. � . -I 1 `0 GALS 'L' M.. I I , 0- (SU SCRED"" - P44EL LENGTH . 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" I .01 XMIC4. II IF * 1 20 GAGE GALVANIZED STEEL STORM PANEL I mvA,%A;XNf5 ARE: oNLY VALID FOR aulo#;�, FIFTH &so DESIGN LOADS = -:, , :,_--. __ ..--T!-1- - ** - UP TO 15-15. - 20 PST MO PANIEL'S LENGTH UP ID 8'-13' . * � � * - I . - I . ' - w/m/poi . 1 �O- , � I . I \1 GLOBAL PROTECTION PRODUCTS. LLC. QAIE 7 FOR NEW *(>Do FRWIL CONSIATUC70N ULWWRS TO HE POW14FIT4 I e. , 11LIECOm. NFAT 16. 51 �"W --- - W/ SPECIFIC DIFINSITY Of 0 55 OR EQUILL �.%--. tuft ftuvid III bw.tf*m ccwo,.� PINT NO 2. " OR\,DW-A ..-; . V, # 'ISUPFFIF-Ti T; at-1. `, -�,-F:-` 4- 1 NKFWL DRH"=. X, - 20-176 . --- .01 - - _­ -4-1) .:� I a =lr(--,- ". " - . �. -� - . t fLqPOA-n,-.,,.",- ""A"to flawsFALL/sKINKIPFILITIPvt WNI.CX A F , I LIFE SAFETY STORM PANEL SYSTEM I ff 11 I (SEC CLAMS' I ! `....I.I ­ � ; I � l, I I-_--'1_-._. WING IN-.10 .I 1/a- �{ L '�. 1 ,)� WOOD SATE YIN NO - . /24 10 ) I/ 4'/2410. off/mvi ,,,Zv s IZ24T 4c) (SEE "M 2 BELOW) j- wa. 2/24 10T 1'/24 III- (SUIC FDIC j Ktm, IF Nc - C."C"In", .11c.m T TPE�;!Ar,. f co-, , .., N I , , , w I* I C. ,F, ---- - gCNoOuuC of SHEET To, FM wow scem - - - - - - j, - - -I-- - (SEE sew I - . _ ­ N r . . su SECTIONS ON S.m 26 '. .DUU1 0 I I I' LIFT, . - . �' -.-.. --- - - . -----.----- _ - - Z_ 1 "Y"_1 --- I � 11�_0�1___1 .. 1� -=,' S.5 ::�-:t::_"4 - __:r_--- 1 1 -.----. -----,-- ____ - 7--_�i- - --.-- - � no z _T I I - f ­ 8 �_7 _�7, T111-- . r 7--T!t-T-- J-1- I - ---TO - ­7 ; __ - . I _ -711-11 F I ; . ,17, ,4,7111r, I . i- I . T I I 1 T T� , ,; : I r_` _- 1 7, IT r, � � , I; I ; I " I 1 1 I ; ! 1 1 I , I � . I ! [ i ! , I � � i I 1 , 1 ! 1 1 ; i � � � i i� .� i , . L � ." I I I.i .. 1") I I I , , , . , , , . , I 0 X 'L' � ��. FA 'EL I - P,,;,W 7 1 Go X "Ll � R ji, ("Tir."m ONNIL0 1 IFFIDE PNRU) 1 (Hrrece, AMID) IW NOTT 2, 1,. 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SIVE . kibi 41, W, 3 tr__ - -) j& -.1, - OFF, M`Nog`L ", - �, - Ma. ION cow Ma. BE LOCATED - - - IT- ---.. - - -4 vERNATC LOCATION I , - ---.--- - - __ ----�--tc.nw . THAI, 25; TOT, WOOK, ICIAD, --,. , :1,1MOR 1 1/2 I FIT? . I EW PANELS) SET se"'OHR OFF P.Er 26 __ PANELS _.__ ,V _ _ =DTZ/ NEAR .ARDE ?a FACATITAW . I MT. � 3 (D w OFF/ OR I (D - = ALIFFM K PROVIDED &� ' LAST PANEI. O) TO RE kIVATALET At EACH I C ENFK""�q) TO WE INSTALLED EACH TYPICAL ELEVATION FOR REAR'HINTIOLF TG&r_AC`PFTAWTE,""M"o .9 TYPICAL ELEVATION FOR SERIES 1000 F WITIENDED 10 K INSITACIII, - EN" SHALL � 1 INTE14ED TO BE INIVAU "'=X"' -S" 01 STITUCIURE I 9)11�&I INSIDE OF 11"l-ICIFURE (i) SYSTEM I 11CALK 1I . I- /V APF own TRAFE 3/3r - I' I- ft. &AP -1 - _____j t, - r, 0 AW 11 z11K_ Z_,_\_ I. FIAT`[ Po"ATIO. SLOM :A; SECTION B- At END wM WALL VU- - I - NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM Of PANEL . TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG (1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, " W/ PANCUMATES Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of END PANELS W/ ,/..._jGFLT/ 7V(P2. p FUTI vHLTM&5CRIW`iNTOS �EO K,EPI AS , 0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I " ffiNr NUT 1 (3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK ""M 1/4 INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END ARE USE jCINTLv EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT am T,F L BE PROVIDED AT TOP OF SUCH PANELS (4;, tS INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY KUL To TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11 to FIAT BE USED JOINTLY Wl TRACK TRACK TO YNALL BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2" � Sri 3 5 gt� TWO PANfULLATES SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T ALLED tj , I It 4 V , , IT '<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '? . � , NN .. . . q .. . ,,-, ' . I . ,\cENs I" � FLORIDA BUILDING CODE (High Velocity Hur Cang, Zone) , " ' " IF . .xm ntnw. IRC_ - : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1. I : � �� _ 1 j It'. 0 - ftUA. - _�-_ \ I I to . , -1 I ' ./m/ge. - _ - I :Q: f ..-o'. OF _.� � GLOBAL PROTECTION PRODUCTS U.C. IT � S, �p -,.. .q 0 IOIN -.- , IILIECOinc ON &F, FT �, " ..� 0 IF., , irm cow;R GAWF. Ft MI. ,.� , . ., , TFULIT TCOION a cmuerm �220-,1.7]. , FI 't, e'� ...... �'. Cl'. , ,� - .. ,er e, It= .X.,- V.. " 1, - '11H.. - I-)�m, 20-176 1. , )M _ m.w4 FIN, ;;;;_� II4 L �- , _ --- - --I. -"- , E- j __ . .,.�,,,"sul/�%.D.T,M/OL7 .� TA . "11111'1'111'1�11p.l #0 WA t IT ,L= %UX 'T. FT- . I � � " w it - LK If ,IT I {_�,P- psEE NOR 2 K;4W MI"- _�_ Dr I I' II PANEL) (CND PMNELJ , je";o P.,;CL l� t'"Nii ,,.��) li'Y'\i I�j1WID-i! I i I ail ' I , . ILI j _ ^. rNAR UYATT (twl) NOTE TIC WY Al 'r PANEL r___-..._ E-2 HANG STORY PANEL E-Z HANG STORY .AIRS) PANEL SYSTEM CONSIS71N0 BOTTOM (2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM, TAP , CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR ) '6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG IRA&T At PANELS CONNECTED TO OM TRACK STOP 7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED BOTTOM BOTTOM . ATTAON�N BOTTOM (S) pp " INN SCAT Y INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES It, 4* 4' 7APCON ANC.M IT ii o.c gi r O T: TIOU D CONCRETE cmcK-.[ DR IMOCA . 2 OR CONCRETE RLOCK REQUIRED i .(oljwtl .0 I I , ,/.* I 1 1/4- 7 MR. I1IL ... I - - TO - E J:F I � I I � -ti. ;-' � I 1 I" � 1 111, I I CON, I I I : PIT s- . J� t �, - IONAP"FIFF 1. NaKIPA.L. - . , ,j) w T. WAFTOW, lv� I- =r. - I W_ ,.I , Wen 1.) I I 0 �, : � 4 r I I� =� G; 9 11 T'Ill, 11_� I I I I I ! : I 1 tl : 16 ; f i I ; - ., I 4 I . VI : I , - � 5 . UI �t 4L i I : F'5 TAN : I 9%F- 'ARRUFF" FT : - : � I I : ; I I I : I I , II t 4 . L, " 1, I I � I E D - I jIIuED* I i 11 11 114- 10-00 PANEUMADE PLUS W/ , .j I MATI 110' IN/ 7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR POURED cowRrTE DR CONCRETE BLOCK OR cow-Ft7r Iti REWIRED REWIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN SECTION SA SECTION 52 0 LIFE SAFM PANEL SCALE 3/8-- - L.0 ..... L ....... "Ali SCALE 3/a*-I' LIFE SAFETY STORM PANEL SYSTEM tAPCON ANCIFERS 1: POURED CONCRETE • E. POURED CONCRETE 1 fix ow IT a 20 " ­Cn0ft NINE A,/... I - I � SPACING INTO WOOD ._________.__ ­ nvAIE Kk"c - Awmm aWme, (.)-. AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I SCHEDULE FOR _" .;---(.) i F - -, I SCHEOULIE REDUCK WCI" SPACING v vULTIFL VACLY: $.a.. SCHCOUN, APJL La am ----ncm NY THE Ml~ FACTORS FOR NK I ". - . OPLIFLATION, TO K POSSIBLE. FIDLPUO PAC" ocrAm US" FACTOR SHN.J. NOT I '/r . THAV FINTRUFF SANI INDICATED Mo EACH TYPE - 1-6 SC.CDJUE 1. I I 'Co ,i, FOR AISTAWIpNS YNWW ED. Ills THAN FIFIFICATIVID ON Per,., ON - K ANCHOR .- , , . s­e, - -�4 : : OM No.44167 ." ... *: I7_ ... -1 OIMev lfeS ?�,�-' -_�LiiN _V�­­ -- 5,�-A-C�65!!:�/"__", 'if RAL'SKIFFInjaxi'Di CWII " C= � C%j (= � C= ai 6 4= U) - - >< Cl- . in- - an = on tl� -FIX 3. (1) a) = , � = DID - .ax Y _= GO r_3 -1 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. Mi. 11 I WIL (W)M-�� 1. m�)M-M? 20-176 UNIT .I . _- " "I" PHO - 't VAL/sIONY'Lew/tAn ,A_.IT. - '"" YNN4 FIT, oft," A PC - --- L M# 'i I I SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND 114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE SHALL FACTOR SHEETS LOADS DETERMINED PER ASCE !-IS SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS MAX. (ASO) DESIGN PRESSURE RATINGS $ THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3 SPACING THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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I "PLAUT \ ".­--r-, i I ca .m- 0 � RIM . /`._Jj.* . - IPPF -7 M" " - " / *1 .,//", , I pw =Q:AP., . /.I Ca ., _� I § - I 'PuFfieve"Is, ­ . "'YeRNALF, 4m - I gai i �' ,--- /1 I \\,(�) .11�;,"111411�11` - I 0i Cut ftu"-i I PaPag"t �-tx w oPugar") T i-1 (FLUE'LOALIFULL" ­-) ­­TC- ." IN Pet, lot - - C2. .1 11 I WALL AND - WING TIMM III - .) IN, �l - .W., TING M"T =wL . _ SECTION III I 0 � ,-,. SCALE 3/e-" iff INST, SCALE 3/11i ----48 SECTION 3 agM_A" 1 , -,., bla-L sciftl 3/8." SCALE 3/11.1' . - __ 1 I � .1 - ,� Ft F CIE OYNTLYFUNT, rm ,Eft / /.- - - Vell IM' . ! � 1 I w Nou P't , "wz" 1� UUN"'o I - 4 ' _�' 7_ , " '.*Lo'- "'01TH " J, ) -i ar(lb AT pol ,tg .:. I I " � C4, .. . . - AQ� ...... r �11z,,Li,iT. � I 1�1 , fe TYINFL,"hol, h`x OFT UNIX' 23 1 IT .. I " MITI ,I --:I� i, . N �=, �Ir I � 44167 *' B L-,--- FLORIDA BUILDING I I 6 � to- A BOTTOM �T I = -CODE (NIgh Velocity NUT cone zci I come*lm 1. ANY - m '111 a . I . . I 1,Cag Itton. - F. � 1 -P.4.t� z OF A\ I in��-_] z - 20 GAGE GALVANIZED STEEL STORM PANEL _ DFWWW OF , � 1, 0, 'r, 4 - - - - -4 - . - , OF CII/eff/gova . - ", 5�,Q&.!p_-,-,_ '�\ GLOBAL PROTECTION LLC. LATE " - DETAIL I I- L_ _1 I7,77-77777-1 '.111 LL� . . . /'rjrtE ........ . -'/., �Zf'i1,e4 , ... HKIL I FT sner, .-_ k FT TOO, L_ mc 0.1c n- W'. 1 P"QN!, (� ND-7646. TAX "*W-4n7 "LLY tcwnw N�so ONITAH � , _.. _N. . 'If-, 20-176 , - PWR ,,I,-,- - 1--.""' ____ CA`ODOI - . - - I Wee- - DRANW; . - - FIE MAL,`W0MTUR%/DPJE ", ­" --,----+- � 2. or " ----.-.- " � LTLI A I If?, --_ _- - - _j DETAILS CONCRETE - s - ,ens., ....i", 1 f ' -i` I 1 : t'j.�PPF'1.-.. 'IFFONT" - j - 1/1-. - CO INST. - xln I WALLWALL MOUNTING INST BUILD-03WIIS YOU I No. �' STATE PRODUCTS, ,4r1 q r-.'--'"3' R -6-)0 a)a CU W I*- -0 > = 0 " = 0 Ca. C 0 = Cu -a a- - .5 ... s......, 0 a) a) FFFO 0 -0 -0 C: C) 0 . I- - = a) .- CIO 0 > . 0- Cn IFIFFIFFIFF -0 . = W < FLORIDA BUILDING CODE (High Velocity NUT cone Zone 110. N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. An,-_ CA-ODN?%, - . ­ - PARINI WWICX A nUUI - PlC I . FTOI . - w n - I Lifil. I - I i I 0! 4 z z 1 .2 {_�,P- psEE NOR 2 K;4W MI"- _�_ Dr I I' II PANEL) (CND PMNELJ , je";o P.,;CL l� t'"Nii ,,.��) li'Y'\i I�j1WID-i! I i I ail ' I , . ILI j _ ^. rNAR UYATT (twl) NOTE TIC WY Al 'r PANEL r___-..._ E-2 HANG STORY PANEL E-Z HANG STORY .AIRS) PANEL SYSTEM CONSIS71N0 BOTTOM (2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM, TAP , CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR ) '6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG IRA&T At PANELS CONNECTED TO OM TRACK STOP 7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED BOTTOM BOTTOM . ATTAON�N BOTTOM (S) pp " INN SCAT Y INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES It, 4* 4' 7APCON ANC.M IT ii o.c gi r O T: TIOU D CONCRETE cmcK-.[ DR IMOCA . 2 OR CONCRETE RLOCK REQUIRED i .(oljwtl .0 I I , ,/.* I 1 1/4- 7 MR. I1IL ... I - - TO - E J:F I � I I � -ti. ;-' � I 1 I" � 1 111, I I CON, I I I : PIT s- . J� t �, - IONAP"FIFF 1. NaKIPA.L. - . , ,j) w T. WAFTOW, lv� I- =r. - I W_ ,.I , Wen 1.) I I 0 �, : � 4 r I I� =� G; 9 11 T'Ill, 11_� I I I I I ! : I 1 tl : 16 ; f i I ; - ., I 4 I . VI : I , - � 5 . UI �t 4L i I : F'5 TAN : I 9%F- 'ARRUFF" FT : - : � I I : ; I I I : I I , II t 4 . L, " 1, I I � I E D - I jIIuED* I i 11 11 114- 10-00 PANEUMADE PLUS W/ , .j I MATI 110' IN/ 7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR POURED cowRrTE DR CONCRETE BLOCK OR cow-Ft7r Iti REWIRED REWIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN SECTION SA SECTION 52 0 LIFE SAFM PANEL SCALE 3/8-- - L.0 ..... L ....... "Ali SCALE 3/a*-I' LIFE SAFETY STORM PANEL SYSTEM tAPCON ANCIFERS 1: POURED CONCRETE • E. POURED CONCRETE 1 fix ow IT a 20 " ­Cn0ft NINE A,/... I - I � SPACING INTO WOOD ._________.__ ­ nvAIE Kk"c - Awmm aWme, (.)-. AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I SCHEDULE FOR _" .;---(.) i F - -, I SCHEOULIE REDUCK WCI" SPACING v vULTIFL VACLY: $.a.. SCHCOUN, APJL La am ----ncm NY THE Ml~ FACTORS FOR NK I ". - . OPLIFLATION, TO K POSSIBLE. FIDLPUO PAC" ocrAm US" FACTOR SHN.J. NOT I '/r . THAV FINTRUFF SANI INDICATED Mo EACH TYPE - 1-6 SC.CDJUE 1. I I 'Co ,i, FOR AISTAWIpNS YNWW ED. Ills THAN FIFIFICATIVID ON Per,., ON - K ANCHOR .- , , . s­e, - -�4 : : OM No.44167 ." ... *: I7_ ... -1 OIMev lfeS ?�,�-' -_�LiiN _V�­­ -- 5,�-A-C�65!!:�/"__", 'if RAL'SKIFFInjaxi'Di CWII " C= � C%j (= � C= ai 6 4= U) - - >< Cl- . in- - an = on tl� -FIX 3. (1) a) = , � = DID - .ax Y _= GO r_3 -1 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. 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REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. 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REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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I "PLAUT \ ".­--r-, i I ca .m- 0 � RIM . /`._Jj.* . - IPPF -7 M" " - " / *1 .,//", , I pw =Q:AP., . /.I Ca ., _� I § - I 'PuFfieve"Is, ­ . "'YeRNALF, 4m - I gai i �' ,--- /1 I \\,(�) .11�;,"111411�11` - I 0i Cut ftu"-i I PaPag"t �-tx w oPugar") T i-1 (FLUE'LOALIFULL" ­-) ­­TC- ." IN Pet, lot - - C2. .1 11 I WALL AND - WING TIMM III - .) IN, �l - .W., TING M"T =wL . _ SECTION III I 0 � ,-,. SCALE 3/e-" iff INST, SCALE 3/11i ----48 SECTION 3 agM_A" 1 , -,., bla-L sciftl 3/8." SCALE 3/11.1' . - __ 1 I � .1 - ,� Ft F CIE OYNTLYFUNT, rm ,Eft / /.- - - Vell IM' . ! � 1 I w Nou P't , "wz" 1� UUN"'o I - 4 ' _�' 7_ , " '.*Lo'- "'01TH " J, ) -i ar(lb AT pol ,tg .:. I I " � C4, .. . . - AQ� ...... r �11z,,Li,iT. � I 1�1 , fe TYINFL,"hol, h`x OFT UNIX' 23 1 IT .. I " MITI ,I --:I� i, . N �=, �Ir I � 44167 *' B L-,--- FLORIDA BUILDING I I 6 � to- A BOTTOM �T I = -CODE (NIgh Velocity NUT cone zci I come*lm 1. ANY - m '111 a . I . . I 1,Cag Itton. - F. � 1 -P.4.t� z OF A\ I in��-_] z - 20 GAGE GALVANIZED STEEL STORM PANEL _ DFWWW OF , � 1, 0, 'r, 4 - - - - -4 - . - , OF CII/eff/gova . - ", 5�,Q&.!p_-,-,_ '�\ GLOBAL PROTECTION LLC. LATE " - DETAIL I I- L_ _1 I7,77-77777-1 '.111 LL� . . . /'rjrtE ........ . -'/., �Zf'i1,e4 , ... HKIL I FT sner, .-_ k FT TOO, L_ mc 0.1c n- W'. 1 P"QN!, (� ND-7646. TAX "*W-4n7 "LLY tcwnw N�so ONITAH � , _.. _N. . 'If-, 20-176 , - PWR ,,I,-,- - 1--.""' ____ CA`ODOI - . - - I Wee- - DRANW; . - - FIE MAL,`W0MTUR%/DPJE ", ­" --,----+- � 2. or " ----.-.- " � LTLI A I If?, --_ _- - - _j DETAILS CONCRETE - s - ,ens., ....i", 1 f ' -i` I 1 : t'j.�PPF'1.-.. 'IFFONT" - j - 1/1-. - CO INST. - xln I WALLWALL MOUNTING INST BUILD-03WIIS YOU I No. �' STATE PRODUCTS, ,4r1 q r-.'--'"3' R -6-)0 a)a CU W I*- -0 > = 0 " = 0 Ca. C 0 = Cu -a a- - .5 ... s......, 0 a) a) FFFO 0 -0 -0 C: C) 0 . I- - = a) .- CIO 0 > . 0- Cn IFIFFIFFIFF -0 . = W < FLORIDA BUILDING CODE (High Velocity NUT cone Zone 110. N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. An,-_ CA-ODN?%, - . ­ - PARINI WWICX A nUUI - PlC I . FTOI . - w n - I Lifil. I - I i I 0! 4 z z 1 .2 ,i, FOR AISTAWIpNS YNWW ED. Ills THAN FIFIFICATIVID ON Per,., ON - K ANCHOR .- , , . s­e, - -�4 : : OM No.44167 ." ... *: I7_ ... -1 OIMev lfeS ?�,�-' -_�LiiN _V�­­ -- 5,�-A-C�65!!:�/"__", 'if RAL'SKIFFInjaxi'Di CWII " C= � C%j (= � C= ai 6 4= U) - - >< Cl- . in- - an = on tl� -FIX 3. (1) a) = , � = DID - .ax Y _= GO r_3 -1 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. Mi. 11 I WIL (W)M-�� 1. m�)M-M? 20-176 UNIT .I . _- " "I" PHO - 't VAL/sIONY'Lew/tAn ,A_.IT. - '"" YNN4 FIT, oft," A PC - --- L M# 'i I I SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND 114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE SHALL FACTOR SHEETS LOADS DETERMINED PER ASCE !-IS SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS MAX. (ASO) DESIGN PRESSURE RATINGS $ THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3 SPACING THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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I "PLAUT \ ".­--r-, i I ca .m- 0 � RIM . /`._Jj.* . - IPPF -7 M" " - " / *1 .,//", , I pw =Q:AP., . /.I Ca ., _� I § - I 'PuFfieve"Is, ­ . "'YeRNALF, 4m - I gai i �' ,--- /1 I \\,(�) .11�;,"111411�11` - I 0i Cut ftu"-i I PaPag"t �-tx w oPugar") T i-1 (FLUE'LOALIFULL" ­-) ­­TC- ." IN Pet, lot - - C2. .1 11 I WALL AND - WING TIMM III - .) IN, �l - .W., TING M"T =wL . _ SECTION III I 0 � ,-,. SCALE 3/e-" iff INST, SCALE 3/11i ----48 SECTION 3 agM_A" 1 , -,., bla-L sciftl 3/8." SCALE 3/11.1' . - __ 1 I � .1 - ,� Ft F CIE OYNTLYFUNT, rm ,Eft / /.- - - Vell IM' . ! � 1 I w Nou P't , "wz" 1� UUN"'o I - 4 ' _�' 7_ , " '.*Lo'- "'01TH " J, ) -i ar(lb AT pol ,tg .:. I I " � C4, .. . . - AQ� ...... r �11z,,Li,iT. � I 1�1 , fe TYINFL,"hol, h`x OFT UNIX' 23 1 IT .. I " MITI ,I --:I� i, . N �=, �Ir I � 44167 *' B L-,--- FLORIDA BUILDING I I 6 � to- A BOTTOM �T I = -CODE (NIgh Velocity NUT cone zci I come*lm 1. ANY - m '111 a . I . . I 1,Cag Itton. - F. � 1 -P.4.t� z OF A\ I in��-_] z - 20 GAGE GALVANIZED STEEL STORM PANEL _ DFWWW OF , � 1, 0, 'r, 4 - - - - -4 - . - , OF CII/eff/gova . - ", 5�,Q&.!p_-,-,_ '�\ GLOBAL PROTECTION LLC. LATE " - DETAIL I I- L_ _1 I7,77-77777-1 '.111 LL� . . . /'rjrtE ........ . -'/., �Zf'i1,e4 , ... HKIL I FT sner, .-_ k FT TOO, L_ mc 0.1c n- W'. 1 P"QN!, (� ND-7646. TAX "*W-4n7 "LLY tcwnw N�so ONITAH � , _.. _N. . 'If-, 20-176 , - PWR ,,I,-,- - 1--.""' ____ CA`ODOI - . - - I Wee- - DRANW; . - - FIE MAL,`W0MTUR%/DPJE ", ­" --,----+- � 2. or " ----.-.- " � LTLI A I If?, --_ _- - - _j DETAILS CONCRETE - s - ,ens., ....i", 1 f ' -i` I 1 : t'j.�PPF'1.-.. 'IFFONT" - j - 1/1-. - CO INST. - xln I WALLWALL MOUNTING INST BUILD-03WIIS YOU I No. �' STATE PRODUCTS, ,4r1 q r-.'--'"3' R -6-)0 a)a CU W I*- -0 > = 0 " = 0 Ca. C 0 = Cu -a a- - .5 ... s......, 0 a) a) FFFO 0 -0 -0 C: C) 0 . I- - = a) .- CIO 0 > . 0- Cn IFIFFIFFIFF -0 . = W < FLORIDA BUILDING CODE (High Velocity NUT cone Zone 110. N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. An,-_ CA-ODN?%, - . ­ - PARINI WWICX A nUUI - PlC I . FTOI . - w n - I Lifil. I - I i I 0! 4 z z 1 .2 ?�,�-' -_�LiiN _V�­­ -- 5,�-A-C�65!!:�/"__", 'if RAL'SKIFFInjaxi'Di CWII " C= � C%j (= � C= ai 6 4= U) - - >< Cl- . in- - an = on tl� -FIX 3. (1) a) = , � = DID - .ax Y _= GO r_3 -1 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. Mi. 11 I WIL (W)M-�� 1. m�)M-M? 20-176 UNIT .I . _- " "I" PHO - 't VAL/sIONY'Lew/tAn ,A_.IT. - '"" YNN4 FIT, oft," A PC - --- L M# 'i I I SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND 114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE SHALL FACTOR SHEETS LOADS DETERMINED PER ASCE !-IS SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS MAX. (ASO) DESIGN PRESSURE RATINGS $ THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3 SPACING THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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I "PLAUT \ ".­--r-, i I ca .m- 0 � RIM . /`._Jj.* . - IPPF -7 M" " - " / *1 .,//", , I pw =Q:AP., . /.I Ca ., _� I § - I 'PuFfieve"Is, ­ . "'YeRNALF, 4m - I gai i �' ,--- /1 I \\,(�) .11�;,"111411�11` - I 0i Cut ftu"-i I PaPag"t �-tx w oPugar") T i-1 (FLUE'LOALIFULL" ­-) ­­TC- ." IN Pet, lot - - C2. .1 11 I WALL AND - WING TIMM III - .) IN, �l - .W., TING M"T =wL . _ SECTION III I 0 � ,-,. SCALE 3/e-" iff INST, SCALE 3/11i ----48 SECTION 3 agM_A" 1 , -,., bla-L sciftl 3/8." SCALE 3/11.1' . - __ 1 I � .1 - ,� Ft F CIE OYNTLYFUNT, rm ,Eft / /.- - - Vell IM' . ! � 1 I w Nou P't , "wz" 1� UUN"'o I - 4 ' _�' 7_ , " '.*Lo'- "'01TH " J, ) -i ar(lb AT pol ,tg .:. I I " � C4, .. . . - AQ� ...... r �11z,,Li,iT. � I 1�1 , fe TYINFL,"hol, h`x OFT UNIX' 23 1 IT .. I " MITI ,I --:I� i, . N �=, �Ir I � 44167 *' B L-,--- FLORIDA BUILDING I I 6 � to- A BOTTOM �T I = -CODE (NIgh Velocity NUT cone zci I come*lm 1. ANY - m '111 a . I . . I 1,Cag Itton. - F. � 1 -P.4.t� z OF A\ I in��-_] z - 20 GAGE GALVANIZED STEEL STORM PANEL _ DFWWW OF , � 1, 0, 'r, 4 - - - - -4 - . - , OF CII/eff/gova . - ", 5�,Q&.!p_-,-,_ '�\ GLOBAL PROTECTION LLC. LATE " - DETAIL I I- L_ _1 I7,77-77777-1 '.111 LL� . . . /'rjrtE ........ . -'/., �Zf'i1,e4 , ... HKIL I FT sner, .-_ k FT TOO, L_ mc 0.1c n- W'. 1 P"QN!, (� ND-7646. TAX "*W-4n7 "LLY tcwnw N�so ONITAH � , _.. _N. . 'If-, 20-176 , - PWR ,,I,-,- - 1--.""' ____ CA`ODOI - . - - I Wee- - DRANW; . - - FIE MAL,`W0MTUR%/DPJE ", ­" --,----+- � 2. or " ----.-.- " � LTLI A I If?, --_ _- - - _j DETAILS CONCRETE - s - ,ens., ....i", 1 f ' -i` I 1 : t'j.�PPF'1.-.. 'IFFONT" - j - 1/1-. - CO INST. - xln I WALLWALL MOUNTING INST BUILD-03WIIS YOU I No. �' STATE PRODUCTS, ,4r1 q r-.'--'"3' R -6-)0 a)a CU W I*- -0 > = 0 " = 0 Ca. C 0 = Cu -a a- - .5 ... s......, 0 a) a) FFFO 0 -0 -0 C: C) 0 . I- - = a) .- CIO 0 > . 0- Cn IFIFFIFFIFF -0 . = W < FLORIDA BUILDING CODE (High Velocity NUT cone Zone 110. N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. An,-_ CA-ODN?%, - . ­ - PARINI WWICX A nUUI - PlC I . FTOI . - w n - I Lifil. I - I i I 0! 4 z z 1 .2 IS I E-1 HANG STORM POVIRIL FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE ACCORDANCE WI I I /,. OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS RE IS I/M_ INTO CONCRETE FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D FOR A DIRIECTIONALPTY Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It) DESIGN PIRMURF RAT049S INDICATED ON 25 k 26. ENGAGE 3/4' IN70 ANCHORS, IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND BE FOUND ON THE EX15nNG WALT. To COMPARE THESE IN/ INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI: SHALL BE A MMONED IN 8 1) AND FIT 11,2l, IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON 31 INCRIA9 IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS 10 WOOD HAS BEEN . STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF TXS-702 AND TAS-203 IS TO BE BLOCK 2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM WOOD FRAME BUILDINGS INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR REMAIN IN CONTINUOUS FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA AROUND 'U'L LENGTH 3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST. PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG REGUILATION15. PROVIDED By 44f "77 N wNcRE PERMIT IS APPLIED to K ."ITS INSTALLATION IS REQUIRED TO PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID S NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR: INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D 5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING SAFETY Or GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON M IGNAIKIN W/Fy- At SITE IS THE CONTRACTOR'S RESPONTS4ei 0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED 50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL 13 34 (d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU WHICH WILL STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER USE Or THE SIM, TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS THE SIM SPECIFIC DRAWINGS FOR REV" (A) 'Q rX_Tgf DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF - 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I - 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED IN 1 014 10 PANfIMATr NEMAUE I'D A OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING W, 3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE FEMALE 10 AT PANTILMATE PLUS A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS ANY FINISH MATERIAL 3FULL Of PERMITTED 1/4' *-20 /4' H IF '10 ANCHORS g?�'� 4 � I :. I ri�'I>s A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE ON 'HE EXIS7,1K WAIL, OR -, I . FLOOR PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A. Of AS MEMPNJD IN / .. _. , Is - (0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE. I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone), I IN BUILDEX. INC 1_1 ' - 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500 1, . I - , 1 nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: . , r 014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN PRODUCTS (IP-2071 PITI) ITS " I _ __ ...- I - ------------- -_ 07/fe/Pow, ,�' I . , \ GLOBAL , INFRE. 1. Mi. 11 I WIL (W)M-�� 1. m�)M-M? 20-176 UNIT .I . _- " "I" PHO - 't VAL/sIONY'Lew/tAn ,A_.IT. - '"" YNN4 FIT, oft," A PC - --- L M# 'i I I SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND 114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE SHALL FACTOR SHEETS LOADS DETERMINED PER ASCE !-IS SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS MAX. (ASO) DESIGN PRESSURE RATINGS $ THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3 SPACING THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. 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N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. An,-_ CA-ODN?%, - . ­ - PARINI WWICX A nUUI - PlC I . FTOI . - w n - I Lifil. I - I i I 0! 4 z z 1 .2 SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND 114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE SHALL FACTOR SHEETS LOADS DETERMINED PER ASCE !-IS SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS MAX. (ASO) DESIGN PRESSURE RATINGS $ THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3 SPACING THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE, THE OH 4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH IN!- AJ 110 70 0 0 RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN BE All ALUMINUM EXTRUSIO LIFE T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT, 7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER, UTTER ;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3 . SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3 FOUND , ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH A.1) AND IN AZ). I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY Pa..) o7pm PROTECTION PRODUCTS. LLC. "/_",' I 11LIECOw. Yka I !" am" art MLR - AT Dopot�Na cIT 01 rw nW .---- - INSTALLATION FOR SERIES 2000 AND 100Q E-Z HANG STORM EANEUILI INTO POURED OR CONCRETE BLOCK PaYNG'aPfeag"T _ __ �_,, (N1 VaNdIFFAS 0- _� � ANOTINS n ven, .) 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I "PLAUT \ ".­--r-, i I ca .m- 0 � RIM . /`._Jj.* . - IPPF -7 M" " - " / *1 .,//", , I pw =Q:AP., . /.I Ca ., _� I § - I 'PuFfieve"Is, ­ . "'YeRNALF, 4m - I gai i �' ,--- /1 I \\,(�) .11�;,"111411�11` - I 0i Cut ftu"-i I PaPag"t �-tx w oPugar") T i-1 (FLUE'LOALIFULL" ­-) ­­TC- ." IN Pet, lot - - C2. .1 11 I WALL AND - WING TIMM III - .) IN, �l - .W., TING M"T =wL . _ SECTION III I 0 � ,-,. SCALE 3/e-" iff INST, SCALE 3/11i ----48 SECTION 3 agM_A" 1 , -,., bla-L sciftl 3/8." SCALE 3/11.1' . - __ 1 I � .1 - ,� Ft F CIE OYNTLYFUNT, rm ,Eft / /.- - - Vell IM' . ! � 1 I w Nou P't , "wz" 1� UUN"'o I - 4 ' _�' 7_ , " '.*Lo'- "'01TH " J, ) -i ar(lb AT pol ,tg .:. I I " � C4, .. . . - AQ� ...... r �11z,,Li,iT. � I 1�1 , fe TYINFL,"hol, h`x OFT UNIX' 23 1 IT .. I " MITI ,I --:I� i, . N �=, �Ir I � 44167 *' B L-,--- FLORIDA BUILDING I I 6 � to- A BOTTOM �T I = -CODE (NIgh Velocity NUT cone zci I come*lm 1. ANY - m '111 a . I . . I 1,Cag Itton. - F. � 1 -P.4.t� z OF A\ I in��-_] z - 20 GAGE GALVANIZED STEEL STORM PANEL _ DFWWW OF , � 1, 0, 'r, 4 - - - - -4 - . - , OF CII/eff/gova . - ", 5�,Q&.!p_-,-,_ '�\ GLOBAL PROTECTION LLC. LATE " - DETAIL I I- L_ _1 I7,77-77777-1 '.111 LL� . . . /'rjrtE ........ . -'/., �Zf'i1,e4 , ... HKIL I FT sner, .-_ k FT TOO, L_ mc 0.1c n- W'. 1 P"QN!, (� ND-7646. TAX "*W-4n7 "LLY tcwnw N�so ONITAH � , _.. _N. . 'If-, 20-176 , - PWR ,,I,-,- - 1--.""' ____ CA`ODOI - . - - I Wee- - DRANW; . - - FIE MAL,`W0MTUR%/DPJE ", ­" --,----+- � 2. or " ----.-.- " � LTLI A I If?, --_ _- - - _j DETAILS CONCRETE - s - ,ens., ....i", 1 f ' -i` I 1 : t'j.�PPF'1.-.. 'IFFONT" - j - 1/1-. - CO INST. - xln I WALLWALL MOUNTING INST BUILD-03WIIS YOU I No. �' STATE PRODUCTS, ,4r1 q r-.'--'"3' R -6-)0 a)a CU W I*- -0 > = 0 " = 0 Ca. C 0 = Cu -a a- - .5 ... s......, 0 a) a) FFFO 0 -0 -0 C: C) 0 . I- - = a) .- CIO 0 > . 0- Cn IFIFFIFFIFF -0 . = W < FLORIDA BUILDING CODE (High Velocity NUT cone Zone 110. N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. An,-_ CA-ODN?%, - . ­ - PARINI WWICX A nUUI - PlC I . FTOI . - w n - I Lifil. I - I i I 0! 4 z z 1 .2 DETAILS CONCRETE - s - ,ens., ....i", 1 f ' -i` I 1 : t'j.�PPF'1.-.. 'IFFONT" - j - 1/1-. - CO INST. - xln I WALLWALL MOUNTING INST BUILD-03WIIS YOU I No. �' STATE PRODUCTS, ,4r1 q r-.'--'"3' R -6-)0 a)a CU W I*- -0 > = 0 " = 0 Ca. C 0 = Cu -a a- - .5 ... s......, 0 a) a) FFFO 0 -0 -0 C: C) 0 . I- - = a) .- CIO 0 > . 0- Cn IFIFFIFFIFF -0 . = W < FLORIDA BUILDING CODE (High Velocity NUT cone Zone 110. N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL " ORNIFFIF m ..------ -, "'W"" 110ECO,gic \ GLOBAL PROTECTION PRODUCTS, LLC. -." _ , �t. b, SORL T"-w"WE. 1PFWL ft MI. .X.- .. _Z - _�. .1. PHONE. (�)."�lmo. PIT, ",", 20-176 afti I. 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'? , - In Y L- Hill I - w'OPIC w�.'�' .1 PC """"l - wl .Zlill 01 IIATT 17 IESI'l IVA IIII I OR 'A 1wr Z; - " --c,H, L L I,T� i , AT - : I&II:4. 11 I'Mir -IA ".. _ . ! W" , IF :A 11 I nPVT I.' 1/1,"�' 1, Ki/ I "I.), 3" i I 6 ., z I � ,1PA � - FrHITIP"A'S' 6 /. G F­ Pull o. . . , , ", i I � P.." I �__ I I , �,!' 3CIIIIIS 0011 I .. W, , 4'..- SC -, `_.- ihm � I - 6 1, - III - NG 7. K.'i . IT, t, c It, _1:_ �.. I - ; ilt�;,, I : , ,2 q­ PH,uxwv .'r-.- I PICID1 PrOpHill. 21 P'..- I 1/j, ol "FAbOv PEN�­T� WALL". 7 Ew . , '." ..., ,� 0111F ,,l I , ,wrill Q, �"r ,,, ,,N ALTERNATIVE 2"W � — - L n" SCALE 1/�*.­ I N ON 1,P], I " t IT, Mn'KL,,Nfl I ,� -AI ALTERNATIVE I IF - . - - BUILk�TING CCAIt 114'.' i !; NOTE& I FLOOR TOGEILING MOUNTING ALTERNATIVE 4"W I :111k� AII`Ns MIT - I Y�1. I 'A III,!, LPI�s . 1H A , 12 'A',- INSTALLATION 4� � H� -I!6tT -7t3 1.1 ---''I, Uhlill-ii Ill '; , .1-6 �� I "", ... I ... I ... ANALTERNATIVE 3"W "cli I 1'.,. " ".. I Teme I IF �, yl� I ?I I - - , S�, ,/4.,.. 1 UP NPA . �_ r �, , 0 I, a Al ,P.w cc.",,`:Tv' P,,U UL.l _,". I , .,,A,. - - Ir , .�r `;Kcll� I!, f, " , ,,, N, 7 It/ ll(",� Or 4 - raoll ,\1l ✓ _. -..- -, j L=:,_ _11­1�11�1'.­­­­­ 1. s FLORIDA BUILDING CODE (High Velocity No, can. Zone)l z '.. � = : No, 41 1 I = 1.�. 1- - I l,FT �np,v .(,,HmX,tH_",l ,,�F&, , F­ - -1 2 * ! If : * 1; 20 GAGE GALVANIZED STEEL STORM PANEL L,.� .1 I 'on , Ill As c0l'il , ID ., ,A^,_U� ,H "I � __ ____ " : , . I , 7 - - - 7� -F "fur %IXG. OP r, ,NK,,o,,N, r,vE ON Till IT S-,' " ,IAT Of i' ..-' 7. - -,� � \ GLOBAL PROTECTION PRODUCTS, LLD. ""a" -. I ' � -;il% - . - I 11 \ — , , - " - / IILIECO..c I of SECI xwam,ill - - .. - - IIII0 . _� — ­ 461 "T'l , V,,,�,., 'AR-Ni, A ­­'.. covill., .w. I !Wi,,,S_"_ "111,11"'4141. . 20-176 im— I. col I .I, & AMr" LOCATION In' I __ ... rtl C`FN 91, 1 N, 0� ,I,, P` ,, - -1 - . - - - - II I- " I- 7 - -"'I.- I- i-THI­ .11 ill "Ill ANY INSIALL"IY, MAUL, lj�' . " .,;i � ____._ - - - � ,,. _.Gol .i� �q: PIT I . wI1F %I11TILF"PIPI NOT Il ,�Z_,,l , PIALIPP , — _.___ - _____ . . 110ING­ 1 I , I # . z. . . " i F — MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING 1/4 3/4, 4/5, 5/5 & 6/5 2/4 if mAximum SINGLE millt LENGTH "t, spiquir ONLY FOR REGULAR STORM IW�G. 2W/6, 3W/7 & 4W/7 PANELS INSTALLATION INTO POURED CONCRETE.- CONCRETE BLOCK A WOOD (t) 3' ANCHORS (SEE SCHEDULE 04 I'll 10 3, MAX - I- .IN --- SHEETS 2. &I 1) _ __.. ,_ ______ _ -"* WIN - - - . (1) Umanlinumm MGLE-phl F - -- � - - --- - . -­ ­0 - ------- _ __ _. �0 __ ____ 0 — __! AT 1OP-OR-1111110M EM_WJDL1PACX5_4_-_1_()_& ti OR _ ­_,___ - --- - - - _.... - - - - ______ - _j___ ­___.____ _--i yATH_1RA"3_,i_j284 III DJRLCT MOUNTED AT-FACH �LNDR` E). M., (j). (1). (�). I I , , I I I- I . . r­ ,' - - _ 7 _ 7 -­ 7 - T -, - I I 'I I I IT I 1___1 1_�, X-N 1__,T.1.___._.1__1.__.­ .,--,----I-- - - ...... 1--.- � ........ . � _ - --.t I-e I I I. __�__ MAXIMUM PANEL. LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.D CONCRETE & *000 DESIGN PRESSURE PATEND IMSEAUACCIll t it (I � -) to l - - L+ I L­ 12'-O* IlI,-0- _200 p5_0 - __ 1 w-o- w-a- - - 30.� - - W 8, . ____ IW-50, __ m O - - . ,0.-,D- --- 10 0' - - 400 10, " - Sl . - -.--- - - .10 - --- - 9 6. � il 500 9 -I- 8-PP, 53o . 8 / _,1 0. - - 00.0 8' I r- 7' 0.0 _ 0, 11'.- r" - - 70LO - * 11-8• I` -P'- . I - - - - . _41mi0 - 7: ?, - - - a .- 1, . - 00 L--. I . _ 4-0 i-J- -il 05.0 17�-0-. , ill ,. 01-0* - I - 'OvQ 6 ,5" I - IC-. - - 105.0 - - � _3I d - - - I - - I ill --- _ --- I:00 - li7- 7 .-- -- I .,Ti - . . _:_ - , 5:4._ - - I --- ",Re-.. Re - I I s.--ii-j MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) 0 MAXIMUM A S.D. CONICRE-C & WOOD DESIGN PRESSURE RATWG INSTALLATIO"S t (,..I) I. PIT -) ,-- LIC - L_ , - --- 200 w­, 13-0, _ - - _ 241l 12'_ 10' " w--r - - _Sao �_.­ II a - - "I.- - ,O - r - J30 - --- - IC' 10 !--q- - __ -00 9'-a* - - 9'- 2' 1S.W_ --- _9r_1__0'_74 - wo 8 -1. 0r-2, - - 550 a -J, 7'_J" - - - doo I' 0' - - !-3' , IPXG 1' -Jil 7 . -2 . - I -- 2110 7 .- S' a,-11' - - - 710 -T_J. . W-6, - - --iftlii- - 1. -0 . 6--5- - -I-.---- oo 7- O' ,.-'. - OD Ill it l 'I . 1. - _P IC-7- I*- 10' ­ 7400 1'-J' - I' -7- 050 , 6.-Y; . - 3 I. - --I 1 I 1 1100 - 5-1 . ___ Itio - .*-,G'- --- - - - I "Ill - - - I - 11 4'-O* "NOW SEPARATION TO GLASS SCHEDULE - _-------- ohiw�_�__ I=SPEft7n_.ph _l SPEED > 170 PPA PANEI� tln) �, Vf�I�FD I R,; WRESY-Al 30 DR LESS 1 a- 6 I/,- �33 To 20 __t- I. - I ' -- 7 I/?- T__;_ ____ I ",i• - .00 IC 145 - -- -- - I 1 I-..-..- - --.-- 1 7 112- T.1--.... -- -- -7 7/2- 1 MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION ! 1 � I 1 I I � � 1 , P � !, ! , � I . : . � � T I ; , I � ; � � � ! I :1 I . ; � � I . 1 ! 1 1 � : I 1 ! 1 1 , i I ; ; � : 1 � . . I � i I ;I l � D, l , 'll I I � � j'_ I , ! � , � I I � i I ! I I ! I . ; 7 � 7 - I . � i I i - 1 1 ! : I ! I I � ; I i --"- �', � ,ie I . I I I I , I � I � i ! � i J I � ;- I � I I 1 I i I I 401k I , - - -:- - - : VNBOLTECI PANELS i � (SEE SECTIONS AS : � � I I , � : I TED PANELS W/ .1/441l � � Ol � i S US ON. I W/ 00 FA OVERLAP I I I . APPLPCABI 1) I I I � . I � I I ' (SEE SECTIONS AS APPLICABLE) . 11 I ; I : � 1 � : . . I I 1 ! I , I I � : . I ' I ! I I I I I ! ! i . I . I . : i � I I 1 , � I I I I , I I � I I ; � , I ! 1 . � I I I : I I � , I I I 1 . � 1 ! I � ; � I I . .. i D.Ill I . ! . . @. I . i . 1 I I I ! i . I I . . i I i i-1 I I 1 1 : I !I i; , i ! 1 - . ..� lt� -�-.i - �,l , 0 -I- 1 1*1 !01 lk� � O' i I I 9 01 9 - - .l -----. ------- - -_ ------F;1/4 — - 6 - 3­WX '. F + 2/4 3/4, 415, 5/5 & 6/5 I" MIN I I 'ja . 21l 3W/7 & 4W/7 - ANCHORS (;WI 5IC"EXAS ON "$CIS 9, 10 &it) - REGULAR STORM PANEL .1 J) ELEVATION 2.15111. NJ S. ,/-' M.. GAP - 7 RIN, cKERIMP FAT (MIN. -1 otall WILUN) . _ TOP _�Ba�"w DIRECT I W ! .U. 1.5;AL I t' Do ,F. 'r rvz. 1 PROL, ll �__� wl I HEADER 1 HLACER . I . ANGFE I TRACK , =, a I ,/ME I zowil - I I will moll 48* ! I 32" i I!,_1�1. 1 5'. I - ­50 (74) �,-.,1---- 9, 5' 51vo "I'll JIS, 37' ! 32' 1 32' 4 3.. 11 55* - 42' 1 36' �- ­1 3 in,' .­ �_--tl Till 5S, 1 i2. j 32 - 1 47- - I I � . - : - "' E-,--. -1 11 11 - '"fjcil "ll .. SCOPE CLOSUM . _YPI , 1 , -OFF L� I __ ____ - I �� - So-- T: 32' , - - __ I I .1 32' - I - -"* � -6 ?"--41 _If_ - . - - - - I . 7 32- ; _w � 60 1 se- So . 32' : . - - IT I- =X .71_-��!�=-_,l _:.-___\�_�_-_-_ ---_.-\I__/_-. - � Q ,� \�:� . - 1-1 I ­ 1 ,, SECTION A -A " 1 ) � I '--- KITS. , -1 NOTES; (1) L* MAXIMULF ALLOWABLE PANEL LENGTH IOR A G INGSI &S:) DESIGN LOAD - MAX ALLOWABLE PANEL LENGTH 109 A GIVEN NIEGAIPPIPF. ASO, OESIM. LOAD til) PROCEDURE ED DETERMINE MAXIMUM PANEL UD4GT+ GNEN A P09TNE A.S.D. DESIGN 1000, DETERMINE MAXIMUM PANEL LENGTH 'L-* MON SCHEDULE GIVEN A NEGATIVE ASO DES" (ONE. OF11EIRMI1IE MAXIMUM PANEL UNGITNT '1-* FROM SCREEPLAr FINAL MAXIMUM 41CMAKL PAWL LENGTH IS EQUAL If TOF JORMIK OntWO&O "WE LENGTH BETWEEN -I.* AND 'I-' (3) SEE SCINEDO-1 BELOW MR FIRM PANEL LENGTH ;OR PORCrSMY OUAUPFEf1�Oft . INSTALLATIONS *00 WOOD ARE UNITED ill 195 Rst MAX &50. DIESION PRESSURE RATING I I -- I ` M 0, It AT, t I �11 MAX A S 0 DICSIGN LO41l IF VALF PAMIL LENGTHS FOR SmEem ft SPACER KI IS ull . . - VNut,"li'l FLORIDA BUILDING CODE (Mon High ll TiT I 0- 44167 zi "m marc.. - 24 GAGE STORM PAL GALVANIZED STEEL PANEL I., I � * , * 02 i.- ,TATE OF ',,: Y - tt- -- - - _4� - - , . " I I L I E C 0.7\ - GLOBAL PROTECTION PRODUCTS. U.C. 4,ftil IP ___ 0101,11m ,,F, R— . -- , - �0 , �A - . " . . Ill I., , .,,��-Yll . •Lo w , - 1 �e " 6 TI:1PT.m IFSm -_20-05 - .. - .. IN, -- , N ... - wif= - I all of I.. yawnsIS- - I - "Hatim. tw)m-,"6 r. tw)m.ml 0 I j�ltl - - - , - . - _. ,,il ,�.;l :)PHT - le je Pot." iF,�Piuii l " ]E.:gREK::;_ 1 111-1. 19 -2- - 3 or Hp ___ - .___ ,_______._ '—­.------ ­­ 1. - - - _._._­_.___. . ----------I INSTAL T ON DETAILS FOR REGULAR PANEL � I � INTO WOO STRUCTURE-$ - r . - I "'' I . I mi. 'i � - --- - --- -I --A" ANCHORS (__ - - - ___ I , I SIEFINIA1101,11 1 4. , � (S TO CLASS, -1 : " ` if SCHEDULE I ,/.TP, . (SEE SCHEDULE ON .. � I ( i- 3) '�";,L` I ,�;, v.P.-jo," I ( SFEF7 11) ; Il - -. I ON SmErt 1­0 1 I � IF - oc �, - - IF I/. I �, � - - - . I 1 - I- - -- I I __7-1 1 ; . 1, I I Focill �Mkil 1-11 -, - .... EXISTIPYC', I i I , * : I PANEL LENGTH REOUIR"LAUER , , ,�, I WOOD ANC -ORS ON _� , . i 1 : i GLASS I I I (SEE SCHEDULE , ED I k. � I *000 � il, I I /1" (SEESCHEDULE 1- I I- ON SHEET I ON SHEET I 1) - .j k.: 4 �^ . , I l - , I I I SETS 5-PACEAL 4; FT ,MY . . 44 - 01 I I I I - I 1 /2' i i 4 * 1 f�, I I ; �0: : . I 'I-El,l - L 01 *L* I [ - , WOOD HEADER 11 I - ��71: z ENG, : , I I � . I I ______ I I .. . i : I ED I _==77� � i -- MAX. I REQUIRED � 2' , I I I . MIT, I I I ,,Ili, 1, : -i - V - --- I I III , "I %I TO I i C J_ I -- ---,, - - -- 11 % �_ - - � - -1: ; I � : I � .L - __ -1-1-1 I I - I"- : �F I @1' MAX LONG ALUMINUM SPACERS 0 12 1/2' 1 � -I, 1! I i L)" �__ - ;r,11L 11 ! i 0 C (SEE TABLE 0 1 ON SHEET 11 ) I MI. Ln. -d-, - : I vur I'M. IT BELOW FOR LIMITATIONS FOR I SEPARATION : (j " . .. 11 I 'C' MAX j !;� , I A I MAX I ) I ; ' * LONG "EMS ,S,10 GLASS - � I- PANEL. LENGTH . PANEL LEANED, � I f I k SCHEIXJIF t I I (SEE Scilkouir I I (01 SHEET 3) (SEC 5CF40I I I :1 I ON SHEET 37 1 1 PANEL MAIE FEWALE tO 00 PANFI MAIL I ; 'I ,,� ON SHEET 3) 1 . � 'LV- , _ I . PLUS 45LE SCHEDULE ON SHrET 11) I . I S a I : p , I 1 I At �� I : . I I . � i I , I 1=1 -.1 fill I SEP : ,� 2".4- WOOD r 'I .-�r I = TO G I GLATIS I ; I CLASS SEE SCHEDULE I : ,. 1, I : PLATE REQUIRED ­511" - I , rIlDIN Sw-EV 3) 4 DIRECT MOUNT SPACER 16 I , I I I ALTERNATIVE 2w - I I * I I . I p I � - -- I 7 -� C SSA .1 ; � �, C , - I I : I Smr )IIII-1, I . SEE TAB.E it ON SHEET I I PANEL LENGTHS 4,• 1 50% 11_1 � � Le i 2 112- OE TOMS OR MAX , FOR THIS I I � I 0, . L . EO I ­ I i MAX6 A S 0 OFSIGN LOAD ,, INSTALLATION 1. � 1 4 !�, - I .I -�=,- � :: [t 1 11 I L , -I 3A. 1 : 10 II2_112_ Ot `' I � � __I 'I- _L ._J I I - - I I IF I Q I .- i i I . I . . - -- -- - - - � - ' 'L �, - - it ! I � 11.1 WEM MNC,4UKS � * ED I STAGGERED W/ STUD ! _ , . i , UERE itocill " ", K I /21 Low .. � I I __ _ _ __­T __­ (SEE SCHEDULE ON : I .___ I � I . I SHEET it) (1) WIFTIALVION 6 LB M A OW BIORY MLkllb= W I5'-Q' � 1. (, D ; *.= - I I W WON ROOF M" (FIS 13 A Rn"X"M MIN AN ".., woor, .1 t i � &ADM � CL4tFamY "W"Im w *W I1). � I PLATE REQUIRED I I.. . WOOD ANCHORS ! ,. "W. upwilitaim To "" ,..CA,m , ; 7, ", WOW C,T) STACIGERIED, Wl SIVO ON 1101011I 3 � K REDUCED To 1/1, . . PLATE RFQVIRED L j (SEE SCHEOUL17 ON I I . i I �, � ANICKINS �4 Oft COMPONENT M (PANEL NATIF F1DNMr 0 ON 1 Loma a ,Fit � =1%. ARE - "a "It " SPIALI K eNP= UMIAN A' 0 V/4' O.C. I SHEET ll� I COMPUL, � I : (I.& 0 A KillecrCom II ILL ,/2- G,C WACNC Alumm m , i (1) IVJWW AND DEEM PRB9AK i S.m 6) : I � PAPER10 0 .46, -W -1 t (3) IAALL 24 CA" PANEL LOK� 6 UNift 10 "' AT ANYOPENNIIII I (THIS 4 A OM"OCtVN FRONT LAAKIER "OPP AU LITTal &WOO M - I : 12) MAXIMUM WOW K..a IBM. 6 I T MOUNT , : ". REC Saltrat". pw IT) : � : ALIER, 6 T I San 2. WTALLATM M 1 112* kONG SPINCER - I WALL MOUNTING 13) STORM PANEL �ftLM" 0 04, 1W VE OIL I -/2• LONG SPICEN CIANIGNIM 0% 11ftL N AOTERNATIVE I W wm AN emw "M � WALL � SCALE 3/8- 1 - ! wr Wil FOR .m mm 1. 2 AND 3 Ne mn " � � f­ I,-Wft Niv THE :Xilo t_ t�"')"W"�WF,U~ I SCALE 3/8­' (4) wroutilim V" ONLY roft emi, : RAM ODW � r ill'"m 1. I IN I I'll - C I I 1011411-011 Xte"Vol"Ift I � _,l . - I - ­- - ,F - -- �,��/, I I NOTES, ./4,P�,�_NC�i Ill rLORI A BUILDING CODE (Non High Velocity Nor Icone Zone) NOTE-FDR-1mmAl _Qr.5ECTJQh5 I IN57AL LATIUN ARE ONt I VA If) FOR VLAX AS 0 .1 � �m.. - F. DESIGN PRESSURE RATING (pl,J) AND PANEL LENGTHS I IS, : No, 44167 " t 24 GAGE GALVANIZED STEEL STORM PANEL 2 : `31PAWAY r Z . III, :1114 I -P - --- — TOP & BOTTOM MOUNCINGS CAN BE As PER SCHEDULES ON SHEET 3 (EXCEPT FOR :: " . . 1 -/21/39" COltl IN ANY WAY TO �,Ul- ANY ALTERNATE 2Vl Z, 7:�'. 1 STATE OF, - , - _,:��­� , " I I, GLOBAL PROTECTION PRODUCTS, LLC. - * ­ �, _* . A I - . , IILIECOINC. INSTALLATION ioll I / - NG ClOW - I. ll, s� 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD 11 I .... � �.. ­ - .• 5/y C�Aq­ _.. '.* R" in -175 'r ,/ , - .4.4- -_'I - (FH)il=. 1-U�(g..)M.-6791 20 MEMBERS IL, BE SOUTHERN PINE No 2. W/ SPECIFIC T 0 , - I DENSITY OF 0.55 Of. EQUAL, Wsr,l /OA% CA-=471t - . PAN h .�l - nNANAK, . A. MR -to O ,P` mm . .*i �eWitill - �-_..__,___..__..__.._...._.-- --..-, __.- ___________--- . ..... _­_ _1 nolil Lit 1 410'TC , 1".r ;irl . Pill to' GFNF 11 NOTES (0 ID.LX!SYl�lf-.ft%"-Mltt-�FL.CIEIC Q1itAVITJP.G_-_P'4 NHL.. T STORM PANEL SHOWN ON "US PRODUCT rVALLIPLIKIN ,'. I TI MIIMENT I ) HAS BEEN VFIl FOR COMPUPPI K ACCQFUPWCL , /." IF TAKEN ANCHOPIT'l il MANOIACIOWO in 11 W AUILOt I INC WIN THE 20ZQ (POP LOPIT)l Of T,4r rLORdJA ROLUK, (DOE TRTS I.I(WM Pil t,hkl Nrl % IN�Tltll FD AT .VGJ, . 1:4 - 10 PANEMATIE FEMALE ID AND PAN(L�il ri,LS Al AS NJANU�ACTURLD El, ELCO I OWDUCIOIN PN0:7Ljt:1S VIFLOCITiNHURRrill ZONES (MIAMP-Oill / HOARD COUNIES) ,'4'v LAG SPERM PER N US [Its" NU "%I'M S"A" W. DETERMLI AS PER •SECIIUN 1609 Di -l­IE ABil MENTIONLD (.1 LOP A fill il � ;' • 1, , il . 5/b' WOOO BUSHING. AS 0;Sl919,;ILO 91 ALI '�UtNl �(RTW 901.1 A, -:1�1CIAl" `0 SIFID X5 REOWIRED Elf THE ,K)RIbBill Pill STORM PANEL Will Elk 1451ALL�D. AND FOR A NPECITON&I'Tr FAC70Ft 90-085, USING. A50 I- 16 ME SMU IV EPTCELD IN[ MAXIMUM (ASO ) KSI�.fl FIRLSSFIRC NAIN�S 1ND,CAIFV ON SPIL-TS C 1, WN:MVM THREADED FIENIC-IlEll NIT' WM0 Or IAPCr,w ANCWIPS SWL BE ' 1/7' AND ,' F�* fLCC PiPlIf.'"ll VI VS 3. 9 NHV 11 & 17, Hl, ol PANrLiAl FEMALE * IN ORDER TO VIRIPPY THE AS" CONCITION, ULn1off DEST N PINE) LOACK UMIZATNED PER A_V_E 7-16 Still BE FIFtET Rl 10 AND ANIGH F'RIP3SURI RAH)WIT 1� WITURtIPLIING I.E. BY 06 1. I.PRI.Aq 10 CO.F.FiE THESE IF/ WX (AS(,) � I•) NMIMUU THRIADED PENEI(Il OF LAC SCRI-10, INTO THE WOOD FRAME I�Mff 91ALL BE I 11�2' P40 I-PhArAT FICS,CF, "ESSLIFTE RATINGS 4NOTCATED ON SHEETS 3, 9 IHRu , ? A , 7. , M SINCIVA I KA INTO 'NCCC SHAIJ BE CO,SIDCRE 0 AS "ART Of THE ACC)l THIPEADED P(NjTRAOON IN ORDER TO VCR) Y THAT AMCHDIPS ON THIS P E D AS TrSTrC1 WERE INI OVER S-Ill SCO, A JIN INCRIASt . .11 OWANT I FIE _ S�RESS R KING LOl WAS MI TZED Iti THOP ANALYSIS Fill ,P0l ,C WOOD HAS Etfrh 0PrrRV,NEC ,N t 11 WHIM11M EDP,[ CASTANCE ()I l SCRUIVS, -NTO WOOD .HAlt WE AS INDICATE() IN il DPAPl 14 OROANCE WITH Nu.$ Zola 'PInFTM PANVI ', ADtQUACY TOP IMPACT AND WIND RnISTANCE HAS BEEF, VORPI-tW IN ACCORDANCE WITH StClICIN 1609, 1 ; t:4 L 41 MINIMUM KNErRAIJON OF WCOPID &U�FPLIYC S�lk, RE �/t' lj4' •0 2C "CREWS t1SFQ -3"tl of - 1/2' L(Nr MINIMUM T"r. ABOVI VfFOXAFO CCIJ( A!i IItH AMEFhCAN rjS-, LAS UI T4I)TH FLORIDA REPOICIP, J101114III-Ol AND 0021902-09, AZ SHOO C STUCCO E'XIST, AND I' MINIMUM FOR INALL- 0111 NC 151UCCO PER sm 12 '." a, ASTM E 330-02 STANDARDS, ANU AMERICAN 11SING LAN SOUI4 tIOWIOA REPORT OT123U, TO As PFR 10.1, 201 AND TAS-20S PROIC(71Y,& ME) AS P,� r,-,cuFArn%s F,rR1eNvE[, IN K,Copom,LF il SE,-.tlor, jifo. ill THE C 5) 14 CASE THAT FIR(CASI STORE, CP PAE(AST 1CRR`AM PANELS, STUCI:0 OR *100 Ol BE FlITLIFE1 ON III, CXT�IINC rJOCTIOA (XIIIIANIL; CODE ill AJNCIIORT� 5"Al at IONIC ENOUCH TO REACH P`H( MAIN FTRUCTURE BEHIND SUCH iANELS AW��wf SHIl BE AS MENTIONEU IN C 1) L 21 I '.1 ) 1 Az� 10 MINI 111F�l 10 Hk 11110-11 ALWI "O 11"111 11,11111, 0I.EPPl 1,010) %CC SWEET ' laij MCHOP', SHALL Of ,NS7ALl FOL,QPI ALL OF tHF RELO"tMlArlW� AND ,Pf:.1FK.A;KJNl tw PHI Mil MANUIACTvR�F1 , P­ NiUM.40M 5.4FFJ METAL OW A! MAUCO� Silk., k4AVr 3105.111. Al 8 HANEL, MAY AJ!Xj IT, HSIALLEC) FLORIZONIAL�V JI(XIOWNG NSTALLATICA DE'lll SHOWN ON SECTI(st, I TFT1PC,IQR 6 (S,IjPr� I . -1. SYUEL SITIFIT MCI. VAPEIS '"it Hl 51RUCH)FIA WAJ:Tj 'YELI ATiIV A G!,,I GRACE AL MINOWIN 6-60 GALVANIZED '.FP1A11­ 5) (�CF.PPT TN.T HtAol ill Stol NOT RL U1.1ro SIJAL O(11(lWION W/FY, 222 III. (NIV.R RGLLFD) V I SHALT 91 1141' FIF5FICINIOUTY (if THE CONTRACTOR TC, Ill THE SOUNDNESS OF THE Pr1lNjCTUf1E -1 TIRKTILF? IS TO ut 5 .4, %Ww-lil 70 Fif I�IAJNIES:i 1Trf[ 10, UR 316 M51 PirRif- OR CORROSION FICS57ANT CCATEU CARBON STILL AS PEA L-114 ,01AI:14V It,' Il PROPE'lit ANCHCPRAGk Tttl^ SFiC.qTt.P SIAIL ONLY BE ATTACHED 10 CLINCIPPIM, EILOCK DR WOULD JIKAAAF OF .L.C�INC% I . !TOG g III 'O Sr 1 "Eul rIFILNGTI. MO WE FIV, 111151Lt Sill ANL tlikL COMPTY TIP/ 41CRIFIA 001WING 1'U01 SE(HON ,_ 13A 11, CA" HI. -LIAR NORM PANC: Wrl. LENGTHS OVIP AO", AS PER SECTIONS 1 2, 4. 5 6 MD ALTERNATIVES till, 3W III 4* ON SlIfIS 4 1, 6 & J RESPECTIVELY. SNAIL HAVC A LEGIBLE MO READILY 'Al MARKING "STRU171W. OWNLP OR tLJTNNI 10 , WLTS it) Of A%7M K ED-, GALYANIZED "ft'. ON .19 V. jfRIff, !.A.Il E7ICL, WITH 3* III 414IMJN YIELD S:fREm,ilk -,FCI!Rf. PANES Kir"I APPUCAPPLE RINNFORCEMEW DURING ITRIOV, OF HURACANI WIFTLYINC. y ANr14�_S 10 *91 S­ HE AS F(ktO1VS I, TP,k IN51A.IIAIIUN CCAIRM ?OR -S 10 IIIAI/I�Aljll, 41, SiNjIlIR M.NIFIAfhT El Pirl REMAN IN ,ONTINUI-I, ,UNT�7 WIIH THE BVILDINC 10 PREVENT LVINU/Kilth IN;R,iSFUN til TQ ]l �IWRW r,7CCR . EIr - 1/4'0 TAPCON ANCHOW, AS MAYNUFACTI'All 81 � I At HUI .1 It. Ni 0­ " ­1'42 P..) 11 ',1UFNM ,MEL INSALLA11UN YeAII COMPIV WIN 'PECS IN MCAT IN ',Wlr, 5PAlil Pl MY EIP,LUIN� 44.1 .'UPI ktrulAIKIN', _ , 'RS, AS iANN)FACIURE;) PIT CA /:' 0 . )/a' CALK ­ AKHU INC -WCIEP 81 III 1--�1-i'KIN, FINERL PERMIT IS ALI tCl T , I: - , / _PA - S/4- SOLID-%F1 ANCH(IRS. A6 DISTINSUFTr lr� All POINT CCPFW. WA7 & SPEClA,TY CG ,,, ,,,-,Uw P") .1 (n) THUS PRU,UlPC.T �VAJUAPOh OCCLUENT (F C D I FIF(FAM af THIS EINGINCEP IS CiENEFCC MC DOLS NC� PIP.Ml INPIIRWIXN ,.HE 0­1O PANEL., ".. NO & PANELMA71i PLUS ANCHORS AS NMjfACFIRtV HY l MW.-RU,O(A PRCCUCt` FOR A �CE -ECIrtr FNICUl ,v WHERE THE SITE �GNUW,NIT DEVIXFE r" pit, . 114-0 ZAAAAC NAJLJN -CHOPS. A. WINUFACTILRED BY DEWN.T FIC lb� L111,111TALI UP To Of wpoNs,kC,r r-A THE sikl!CT�nU. PORCHil MCI INSTAILAT(OPT INCLLDIAG LIFE SAI'll CF T,,� rtlCVUf:T 10,34' ON THIS PLO PFPCl HEYSWE 0(l 40 OEVAIF IPC,W THE ��Olil 1)(1A]Irl. (N PWI D(AlIMINr A' MW11VT!1N,FMe�DMENT OF IAPCCN ANCHORS INIO POwRfV (-QNv.ETr �jlliill IT$ 1 1/1'. 2- l fIL0 PANLLW-,f. ME' CONSTRUCOON ',AFL,y At WE 13 THE COFORACtORS RESPON51BILM -14 11 OR .Awl -LIN ANCHORS TO THIS PPQOL,CT rVAITATION OD-1IMENI LOU BE CoNSTOrRro NI IF WDOIHIC A 21 CALK IN & SULJO 91 ANIl SHl Mr tMUfulwil Ila- INTO IFF. CY,owl, CONCAl NO FUMFOAl INTO SlUG(0 SIHki 91 Ivflitlil 1/4' 0 20 SCREW!, OSLO !Uitill Of I 1/2' LONG MINIMAL E•HOLLO SIIICCrN kX;'l (d) SIM 'WfIVIC f"R,'),IMr1 SHALL OF PREPARED W A 1`10RICA REtillil UNGINTF)i (IR AFl WPKI, WILT 811.0ME P0 AND I' VIRGI TOFf WALL', WITH Ill S!Ll JUND WAY Of HEAUl !PCITIEWS OR ALL FITAll 5L,RVA,,S W,,'n HtAC, ENGINEER OF FOCCAC (E 0 Ii ,I FULL IMF PAl ANT, Ill IF a YE RENCIONSil FOR NE 011IT will. WIND NUTS PFRO11' A UILE ()I tW PC D FN(J1NjfR OP FICCIRD. MING A% A WiF,Gll F,NG'FFEER I G , w F F El t WITNC CR � SHAII %PJAMIT TO -HIS III 14C SITE SPFCWK' CRAWINNG'i KR AL A 1) IN CASE H.r PlIfCAISI 57CAL. Ppt,:ASi UgHCRIM PANELS. PAPI,ll STUCCO Off III OOAl RE ;OIJNO ON THE LIT 5,71NIG WALL UP. CUOR, MC-1 S-T. OF IOW, FJ1&1;3I- It; RIMCH till MAIN STRIATORE BEHIND SUCH PANELS (,.I OH15 VEO '.,"ALL &1AP THE fill AND OWIINN, 'AAt AMC) ,w,NATtjRL ')I THE PR(JIIISSKMAI ANCHORAGE SHALL. FIF k% UEN"'UNIll IN AI) MO IN A il) k NL.i4NLLH Cr 4FCORTT IRA( PREPARED IT ' IP) 10 CMATIN COtIERCEIL AIM ASN C-il I 14 SHUTIrA CACTOPER'S LADE( SHALL BE LOCATED ,j A READILY VISIBLE LOCATION AT STOAM " -El , - 0 - /4 TAPE CN ANCHORS AS 11�-,1ACIURl [it I 1 w BulUll Ic ,'MANI li,All S, TT[R'IN ACCORDANCE WD11 SFCT:ON 17%. 4) 2 A " .OTG C 30C ONE LABEL P)LAILL K PLK,CD (09 (WRY OPENNI; LABEL Ill I (IPC�PtLl 'wC'1qZDA= 1,09 9 3 ')I t.t 1/4' *. ?,' Cjl AK'HOIM, AF MANUFACTURIJ, a, Will INC. fLORICA BALN14C MODE, /4'• # A�,, 4 SCI-E-SE'T ANCOOOS, AS DISTRftTED 0, All POINT VPC*, DOLT SPLIIALr, CO I 1 4 in I'Alit Ai FTMf ID MO PAPPECIALTE PUS ANC11OR' AS WNUrAZTT`UREV SS, -ILL(. ':0P*'N1JQTC11I P40 sl�illfjf,pl , , - i/q* 0 ZAMAIC IMl ANCHORS AS MMLFACTvRLD @� DEWALT. ,W N,,P!.I,?,jk A, Titz NIP .­ ... -"-,1;*_-. V ,I 0,,,,4,M (Milt -IN, ,,I J,V•r _UN APWH119l RICO 1ANT"LLOATES AND ZAWC NAH-114 ANI..O.. 1111,1 THE 040�\CEN 8L(XPI INIT S.IALI BE I 1,1. . it ..* IV, FLORIDA BUILDING CODE (Morl Mig a* h Velocity Nor icarle Z - 9 2) CALK IN 3, S3t'E) SE- MCHOPS SHAI., 91 Clit 1/8' INTO THE CONIC417ITt 81,011 JILLY I() ,,kvj'EN1Ijk44 I& 7 . , 14 .- I. IF'. - - --- __ 24 GAGE GALVANIZED STEEL STORM PANEL I I - . STPJLT.�? S W., BE FIRlit 1/4- 0-70 SPRE"Al" USED SPIAL_ BE - - /2' LONG MIN44W STiO,LD 1�,�_l t"ST * -4 --- / _0 ". __ -------- ___­ ---.I- - 0,1411 I MINIMUM FOR Ll WITIP FLO STUCCO � STATE. F . . I -�'-. . I / ETC GLOBAL PROTECTION PRODUCTS. LI-C. - ""/' . _ ' . I r, . .. Mil 11 I,' ,1 IN CASE :HAI FRFCA�IT STONE. 0A PRECAST CtiNrArIT PMELS, STAl OR WOOD BOARDS 13E "'J" 'I � R.I.', EXtrYING FiPil TO REACH '41 Zw .. .. wzFi .. _,/_1 � ..... 1 -� - _ wzq�h t"Ill CONGA ___ ,, .. 1. - I--- "'"' , L IT, I - 1. 20-175 WALL. ANCHORS Sil Of. LOW, WIN STRIJCTUFF BEHIND 5U,.TI - , 4, Si SHALE FIV IS, MF.HTIOF0 1) IN H ') il H 6 2) ill /0NA . - __ �01___Iz - 11, - U.".... ... I ".,I - __ "`HjMN­I`l C.-PITINT-1 esT-iw — , "N"'Hoom . ­_­ - ..----. __ - - - -----.---- __ - - -I------- - ,I, _—, 41, ", _111-11,iI - . Pl, Ok�', 7, -,":',, I - - .�T_ __ 11 ­ I - __. I . - - ____ w� I IF III - -----------LS ------- -- ----I F __ - ___ ­ ____ - __­________________ __ - - ----- - — I INS TALLATION DETAIll FOR REGULAR E f I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I VIST'ING POURED CONCRETE Wim(l. POURED COARDWIF OR CONCRETE11CLUCIF CONCRETE BLOCK � .1- lf�,, .�E5 , v i. REQUIRED CONCOL71 ANCHORS 11 , COREIREIIE ANCHORS , " . 3i, 11. ON - , "' ___" F.N ".I ,,.J.,; SHEETS . TIR01 :. 411P (SEE SCHEDULE ON 11 " 10 SHEETS 0 THROUGH ) ',,", (4 Ell Poulfto r OFICCR . � � I � .1, ­ I f '04 ,=.:ETCI 0 ElL ( I/..--,- �) 4 7* 1 I V j . ,1/4. 1 , , �� I ! j t 12' - . - ,1/4� .1- REQUIRED . NUM, - " `­ Ill a I/.. il .11 .. - 1 , f _­ , - _MAX,.--- 7 . I'll "I ��� Mo I , CONCRETE Aw.m ;: I "r,"I", I I I r I � : . 1 I ' (SEE SCHEDULE ON 10 . ��F� SHEETS 9 THRD(JrH ) : ILL ,. , � ED I I 1 14 I _� ., � , I I I , - I : I I I ` I .. I I "IM - , " I , I , , , '11 V I. , I ,, C. � I F(l � -f I 1�. , - , � : - (1) I .1 � I j: , � J, .. , : 1- " I , l - I -- I � , -- I I i - I I All IT I 11= F:A ; 1, -1l I 4 , r PI � 1 A-1-0) I �.* I ED I '-: 11 I SEPARA TION F 10 CLASS : . �". I (- ralt,wilk. I . �' TM` "", N SEPARATION A To m�ss -_ : I 1=1 �l ,I .1 I i , I I rXIS7101r, fSLE $C�*DVL E �r -.4 N w ! "' mw ( SEE SC., , 0 I � C 'j" ; ; CLASS ON SHEET 3) I I 1 Al I I (V I. JWCTI, " : I SEE SC14EDJI F ON S.Ef 1 3) 0 I : I : I SEPARPLAWPH v M.. 'I' MR. I I ON S.tm 3) � It : : j 11"'TO GLASS I , PANE, LENGTH PANEL LENGTH --I Nt SCHLOCILi I I COWRETL ANCOONS I ! I I i u . " , ! I (SEE. SCHEDULE SEE SCHEDULE I ON SHLET 3) p ,)N SHEET 3� : (SEE SCHEDULE ON , , SKETS 2 THROUGH I iti , j � 11 � :, PER WEI 3) X ', 11 'A I I I I � rill I I � 11 wx � or .L. EXIST. it 1�9_) I I -1 I t_ � I ') LXISTING i I I , . I " Iol I MAX`APAX I GLASS 11 I I - CLASS " ! I I I . : I I I I I I � , i I Vil I : 11 (IF ,I- . I I ir i d t D � ' - ,�. I I ; IF . HCAa el ,r I C)r . I , � I � 1, . I � I - '�_- � I I I 11 I I , I � E D 1, � I : I I 11 . r,i . . , i I I C.D.. I ,C, . I ," I I I is I.." , � 5� , -1/2' I ­ i .- , Ilk I ­_ - ­_ ­_ - T­ ­ - it - �m_ _� EXISTING POklw p cc"cRvr OR I I 1 CC i -A, 1 4;-.-- k ! J� 11 APFUCAOLL) .. . I � W." Fil NAPPRIEFF Noo bAl ID - 0. CONCRT7F BLOCK , . ,L I �_ �11 I I CONCRETEANCHORS I I L , I , ­ I . - I �:QI _Itr --(l- 11 , -Sp,' Il .. It/ - REWAILD, \ , t .-i t I (SEE SCHEDULE ON ___ _ 4 4.. , : ' 1 I ./I- .c - 1, MCI, - 0 , --T- SHEETS 9 THROUGH 10) W/ONLY ONLY WHEN SGLJD ALTERNATE � LPG LOCATION l. " I a , , , 4, - '5 .) 147 L,,'A,', MW/3FW,, DISINC POURED CONCRETE ARE ALITRWATf CONCIRnE PCILACTED CONCREII WI�O�IRETE CONCRETE ..-, PANE I'S AMC OR CONCRETE Hl , REQUIRED M11. USED ANCHORS BLOC. 1RFOUIRtU STAOCEMANCPORS W/ STUD (SEE SCHEDULE ON (SEE SCMEDU, r ON Sill 9 THROUGH 10) it 9 H.RPOPUG. ,D) SHEETS BUILD0 MOUNTING SECTION S4A.1 3/8-1* I 11A�NG $CAI[ 3/8-1* SCALE 3le- I' ass A�...,/ . ... , " ..... Ill ... FLORIDA BUILDING CODE (Mon High Velloclty Nor lcone Zone) E.D. - EDGE DISTANCE NOTI-IDO-0016NATION Of SECnms i : = *: - = : !-�- I % 0. 44167 " . * 9 Ill ., Pir _- I STATE Or :L�.j W__ --l- -- "WIN, FARUX% - 24 GAGE GALVANIZED STEEL STORM PANEL I - -- / 11LIECOomic ' I — - -_ - / ' , GLOBAL PROTECTION PIRODUCTS, LLC. ..,:: . 07m/mv ,M (SEE SCHEDULE M TOP & BOrtOM MOUNTiNGS CAN BE � E .. - 11 - . - __ "ORIO I � twi - IF M`NWP._ \ Nko, S III Smr DANT. `L =H, SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . . , I .. --� .25-1 -.�:'�il #,"i, MAR.Mit- . - __ , ... -.I-,- - __H3, �`Nll (WRite"IF-II"Hil 1. (O.)M--, 20 -175 FISIALLAT,014. I'll � - � ­­ __ I- `D`_(`XX7I ­1 - - I �. I , , " I ,_ al A .,UUT __,w i .1&-."0"`,H""o` ?I~ 10, I . -. '011 I I INSTALLATION .DfJAtLSM REGULAR PA INTO �. ALTERNATE LEG Il Ill EXmTING WOOD I . LOCATION BEAM REQUIRED STRUCTURAL. I- . �____ -- - __ : AmUl Of EXISTING WOOD BEAM To BE CERTIFIED 13Y - REGISTERED ENGINEER OR . A0 - EC -- I i 11 , I. I all ARCHF11V PRIOR TO EUTIER I - INSTALLATION. I I . I WOOD ANCHORS ALTERNATE WOOD ANCHORS - r----r . __ � - - ' " Ml - ,/.*.,* 10 .0�. �iwo (SEE SCIEOLPL ON (SEE SCHEDULE ON i 1�.j _,­­ L I. . . -Co- ED- al �. w 7 *-1,l SHEET I') SHEET I 1) i T, I " .11�111_ . 1.11"U= IF .. LP, - r10 IIII I/,- ' I - ! 01 - I , - -D"l I I - , `i�_ . I- T/_rI- - I F, ; - I _ , Firoul ED I 7 ". : - I r I I � ei­ - Irl * I . I . I I I I . IF �Wiim w . I/'- 0C I , *I= ANCHCRS � , 'I , 2- : I I : (SET SCHEDULE ON t MITI. 1"' 1�. I Mn ISTCARATION TO : I - Slim 11) (" - ,I ) I � � I 14, : : I -1 I 1 MASS.(SrF : I I/.,--..,- �__I � I .1,� I SCHUDULI I ON SHEET 3) S, wCm Fil I-1 I I --I- 11 CLASS , I I I I : I . . 001111,M_ (" - . r- 1111P., - SCHELIPULt Oft SHEET 3) : 'PII "L* MAX 'Ill '.,o PI IT I I ; L�. � r-il .,. MAXI I I I i , . _•,.MPRI , ANOTH (SET SCHEDULE Is ! . BR I , � ! I PANEL LJENC714 I (SEE SCHED ,E ON SHIM U) I I ' OUTSI . , " : r t I W al iiNG � " I All m SHrr 3) - I I : , l ! % : I � �. I 11 I [ , I soll: 01 I ' . - , '\ 0; _L_ I 1 .- I '4 " I I I Or 1 ,- 11 ,- J 11 11 �Pojl 1 ­ , ! i 61*7 CE, l ­ -1 � i - - 11 . I , mc. FINISH]! I 1�_,` I : ED 4 � I Fl�* 14, I. I _WG­ ALLOWED a .. - I I , 'L , - __ _ .. .. , " -- I -kr- . I/.' 0 c ! t i , I - 2-XG- ill=) 2'l,4* WOOD PLATE i, DECK REQUIRED REWIRED -L I , yl uil ANcR WOW ANCHORS 1. i I (SEE SCHEDULE ON (SEE SCHEDULE ON -3/4' I I SSHEET"' ET , 1) SHEir- ; � - 2* k41,, - - 1,: 'I AILING AND FLOOR j�yNTING BUILD -OUT MOUNTING TERNATIVE ALSW ALTERNATIVE sil 3/8.,- ­"I.I.I.I.- SCALE 3/8-l' - A - A �.��ZZ`,,l I ,��., , . , - . ... .. ✓"-*- ... vvfil .-.- . e :?,x NOTES, z : I MUTE D&99mmml SL�i N_S: i : No� 44167 IT Ill . . I NSIALLAIION ARE ONLY VAHD FOR MAX ASV z . .1111, ! TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (pil AND PANEL LENGIIIS S I •'. STATE OF : . IF COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 1. . , INSTAL CATION 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1�0,C` Il I. ` '2� I I. I ; r ___ - _�M . p * - 1,, MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 2.:, - / - , . ,,� DENSITY OF 0.55 OR EQUAL.1 �/6I;li ,�,'.. _;1_1_1 ""'......... , I I I PC VL%,ItIWRLIVATW .2- "Itrax - 1 24 GAIN GALVANIZED STEEL STORM PANEL Ir. - 8, PROTECTION PRODUCTS. I.I.C. '" /V/N" ANK 04:W 1, s,wo P.- MP. oi ­ WA__ - WIjGLOBAL 1.!�._ - . ow --I- 'WAN 5w 1. CFH)m-m7 �_ -W. , -7 -- -, — I - I - - I _....�--T--- 20-175 ONNINNO - -*-a a) a) -C -0 — Co a) .4.- 0 :3 a) L- 2 IIII-0 _0 CCD Cd -a a- - .- -4--0 i 0 -Il Cn 0 .4.- = a) =3 -0 m 0 -m -0 - Fn .lI0 C 0 0 L_ 0I. —0 c -= -9 a) 3: CU 0 I=; w 4*- 0 Cu :> (n .— VJ 0- J=_ cou ,2 .C= 119 C/) m. < \_ Jv__ 1=1 C.- = ,_� = C..) C-4 .- = >PC _�; "_ a- w C=p T. r1A .= In = is .-X Pl i1c '" w w , I - I - C .1 I. " , , , , 1 3: -= = CUP - .- = :w = _= ..lx ; w - = U .3 CC -1 -;; 3: Cu .- �� i I = :01 = i`!7!], 5; W CC ,_ ,I-... _= M, =- = I- M 0 G u - C, ­ a) (1) = Cu > 0 L_ CL CL < 0 :3 -o 0 L— CL (1) C/) Cu m SHEET NO. SH 1.3 I .1, - 11 IF I I I ELL- I I 11 I I -L - f r - I I _u__JL�_1 I I F-111,11 -1 - 1. - I P., I I I "L'- v I -11 I L - I I tI!J 111�111' _rl ------ ---.----- ____._­_____________ __.________._._.__.__ .----- ____________ _____,_.___.___________.____ END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. " I i f,QN_QRETj_BL9CK_0R WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL (It, SYSTEM 11 I 1\ I I11_ ," i , POURED COPOCRIFTL � s" OR, 0 ,(�) .(R .O.Cwi Koc,I OP 2" 3* .Nml* 310 H-1. OR I .,I - VNW3 I .*.,* wom 'Amemi "3 -TO "O, Co., 41. 04 & (O RII I S* M:AR_1 AINGIr � ,/.*.. I 1/1' I - 2TA,,:_ 0 12, Oil , -1 " :11 POURED C IL cotAces"T I "I 'I M.t . 1 =3 BLOCK OR 2',4' WOOD FRAME POURED CONCRIL"t. I I I ,/.*. ' ' !* ' 2 112- . I CQRCRLM KOCK 01 - , ". ,/� .d I I REOUTRED I 2".' wow FNAR( I ,. L - � I ORIJ _� $ , ; � ; / IMOILARED I'ever2T� , 4 � . : . if �.. , ­,"', ", . I I 1. I , ,/. --I . �w' - I , / 1-, -, ;,,- � , : -/-//,, .,_ "AA* '. , 1 31.- - I , , � 'I - . .­ - � 1 I �- .NCRCAA 1. I I't . , - - __ 1.11A.n, - ,.,I. ., "_ - - I , 2' Qc �ARIES . i , X7111 �_ .7 I. I - `­ I 4 I I !r FAR. BjF< t Alm 7/ 0 , t �__- 1�. - - - - - - - I t I'N" 0 CO.C" . Cw_wTr . IT I = �, I � 7- 7 ,__. ------ � , ? ". 125. T_ 11 - 1, HIM. on )'..' wool, � ., , I , , , , , " T , 31v, .11 OR ", / , An N I T/z, ,_ - ,,KLL, 11 MP.. , , \ / Ni.. T" : I/ , L 17 1/1 ! 00 1, I ., . 012' I. 12• oc 3I0S-1. OR $06-11 -G, ./11CRY,1 C­ N✓- ANAL CSE CASE C (PLAN) CASED (PLAN) � I �CALJL 1/4--l' SCALE 1/...I- SCALE 1/4'- I' SCALE 1/4'.1, 1 ? k SOU SET CPA CALK-N 1 11. I UP L100 PANC1,RAT ,- 11010" CONCRETE. $9.1m I- A, FEMALE 0 AND ;-,-, 1 .3. Op C,wn w - CAL PANIUAAM ,"= "" ""no' �!) .04 -A 1 5X "`C ' - - 0. 2'.., SIDES OF OPCRNC � - = r� RE Re"I 1AI - C M 91.1;��bl - VARIES 1 11 � . ON I � I., . 5� At. -) QUIPED .PIIAfti " a III 7'.., wwo 1RAAq .j 4 & fo O,EREAP . 'E'ONO I . r RIL000RO I I I 11 OPENING WOTH) � POURED CGROMIE. CONCRETE : * I I 9 �i �. .� , I q " " � . I 6L intoo 'RAW a FIX 21." I 11. .1 It At UMD . �1 , I -,-- I I � . r , I , I I- , , , , I 'I' (2--). (�.) - (* f, / ,�, �ww , ., �, D rit,owi,& I �ARIE� V, 1 I I , ,� ", I ;�= ,TO no "ARALL 5� &I I I 1\� "I .---. ANU. (NEVIFIR CUT DO ANINCL) _ ---, I It A 1-4 - - - - - -►?L-- - pvt!`t -1 -1 : �� (�) 70- �- / � � . --- _--,_-�_ ---- _.J ... , I , � , 1 " I ./­... - , ,/ - IF ........ � T ........ F 14 N SCALE 1/4'-l' 6; � ;!I��..:.. ,,� - ti. \ = x1l; I- • I / , ?4..' ... - " w, VALID FOR DIRECT MOUNT INSTALLATION ONLY & '-,�'? __ .. . .. - __ .OCENS ,!� " 1. C[Rlifltl) PANEL INSTALLATION At WADS W1 .1 I z SURrACF LEVEL VARIATIONS WFTLiRV 3/4_ r : No. 44167 ". zz i*; * :.= . . r. FLORIDA BUILDING CODE (Non Nigh Velocity HAL cons l Zone)SASE - , WE o, .: k. ,ioixiif M,m Atic f., E (PLAN) CASE F (PLAN) ,� -:� '- � 1 24 GAGE GALVANIZED STEEL STORM PANEL � ��,- '40T3101K DARRAN In SCA-IL 1/4-.I- SCALE 1/4'=I' , , , * 40 ,, L ---------- ­­--'----------­---- ' I � , 's - -, - 10%_ ItC � I , I .� " __ __ 0114. ' 0'/V/M ' ,';_� -, ,r 11LIEC \, GLOBAL PROTECTION PRODUCTS. LLC. Mn . min 'Itime I S'. 51 sr 1 .... � ,; I ...... iii­ .7,,�, -C"-, ,L 13- _' .. A. _& _1m,:_Et=*r . I . I... . - IAAR.!W= I., .11 - I on ?""', 1. ($-)no-", 20-175 - � . - _. __ 4�_-_-_-_ Ir F1 %E�/VQAAI1IRE/GILM .--,I. t-1 � �,-_- #�- I RARNIFF . 11w 11 .A - [__._____.__...._.__. ,--...--.-----,'...-------.------------ ---.------------. . Mow. w 1 ­67 ! ----4- . .- A ot.j�j MAXIMUM A.S.D. DESIGN PRESSURE RATING (pad) AND CORRESPONDING MAXIMUM ANCHOR SPACING REGULAREDUCE FOR STORM PANEL J) INSTAUATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL &INSTALIATIONS AS PER ALTERNATIVES IOU THRU 4W, ON SHEETS 6 & 7) MAX. AS D MAX164UM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE MAXIMUM DESIGN "RESSURF 70 AL/71iLNATTWI PANEL I ARG?" I RATING TAPCON LAG SCREW I PANCILMATE PANELMATE PLUS I WOOD BLUSHING cgm& MY 7'' (PGA f ) FEMALE it) - OrEIRADON THEM In , ly _ 13, 13 . L3, Ir . - I* i,T)- - - ,3, - - 13' - - - 1. � I'l- __ � � .. � � 13. .- - 13' 4 (BOI ---. 6 1/2. 6 112' 6 I12- - b1'2- - a I/? -_ (TOP)­ - - a ,/A- r,__C__7-W,___ I. li i/. _ (a0r*; 5-ft a' ". - 0. a. I . - - 666 O LEaS 1. ", 5, r - - so (martum) . 73* 1}" ,3. 13' - 13, - I- .w (lcr) 14�. 45 - - "' '3' 13* 13* I I I'l . . BOTTOM 4w (BOTTOM) I _. 09 LESS - 7777 - I ' 13 . IT 6 I /2* ,w (top) - 1 _ __ 3 13" - 13. 13' '. ,III wFirow) 6 1/2' a I; '7 . a ii- 6 1/2' S 112- 2w (TOP) . - - I - . __ �_ . - - Is ,'�14; - , ,7 ,/r __ a �/.- iw murr-i �S'-O' - - I. v2- - - -_ -_ 'I� --- -_ 6 112 . ­ .... � , i 1/2 . . ,.. - , . - .. �w (lop) I I . _. TO 14'_4' 4 1/2- --_ It f/2' 7._. "'(9orlow) ,O ,/2- _ - 0 1/2- 11 12" 17, A . W rfaf� - I is. . I - 3" 13. ­ - 13. A 112- _ - -_ pw (WITOM) I I - SEE 1#1 FOR MAX..S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER " IS USED, I CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAK. A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHE 6 & 7 AP"ru -F.- DIESQ4 ALTERIAILTIVicii , I TAPCON LAG SCREW PANELMATE PAIRELMATE _ I - BUS."NO PRESSURE RATING =1. tz, 1L* I (pe - ) FEMALE ,D PLUS Of I.ru (w) ,3. 13, '31 Is'-- 13' ,ft (TOP) - 13- * 13- - ,z. I - ,3, - - 1. 1. - Ivr (W)rlom) 6 ,/2- - - 1. I a 1/2. -.1 . -_ 4 ,/2. ­_ ­_ . a ,"- --- - - - , - 6 112' - ___ _ N (TOP) - � - - - 6 1/4- 12 1/2- - 6 I/ _ .- ze, (Bon.-) 5 -a' 7' - - , � I/ . 2. a' a' I - SIX (TOP) OR LESS , t/2- 0. 6 . B . - 3w 1BOT7060) 13' 0, ,3. 13- ,j- . 4" (top) I ..43 -43 ,l. 1.1, 13- . 13, � . 13, 441 (WTTOW) . b ,w (TOP) 13' I 13' 6- I/.- . (s.6iFom) - - 6 , /2 . - 6 112' - - a 1/2* - -13' - - S ,/2' 6 Vv �� o-op) - - I __ , - � I ­ - ____ - -, 6 ,/A- __ - ,- � I 11-1 12 ,12* __ ­ - 6 I/.- ____ . , 2w (lion -) >V-0, . __­ 112- 5. ? 112- I- 7 1 /Z' - - JIN CtOit�l I . 10 . 13' 1 12' 13 � - 's- 5 I- 112' 1 i-(TOP) 1 ,3. 1 IS. 1 13- 1 '3' j 10. I- 4w (BOTTOM) - SEE TABLE #1 FOR LIAR. A.S.D. DESIGN LOADS & M. PANEL LENGTHS A HEN SPACER � IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 MAEAL a A.S.D. OEM LOAD MAMMUM PANEI. LENGTH 40 PSF OR LESS W-8, > 40 PSF TO 50 PSF 6'-2' 1 > 50 PST TO 60 PST 5'- 1 O' 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE AMALLE 10 OR PANEL MATE PLUS ANCHORS & W1 Q9q St,*,QMI*Tu4/2- O.C. �. � 0 If, 11! �1\ I.� ....4.. 1, 1p 10 .� ' . . , ,je ,.�CEN / ... - I ,I N F44067 i. 2 , * . ., _ _ , t I I T* * - :* - ATE .,_ 11ii____7,,._ - ATE OF .k.,AK�. - - � I 0, 0, . .._ , " , " �- _ _1� * , 1, , - �+ / y�,,,: %, "O" '. " ej S .04�. , I ,� _ -�, �, , .: I ,� ,� _ 191, ._ . _ "Ill'. � _ FLORIDA BUILDING CODE (Non High Velocity "urricono Zone - 1,11KIII 1IITTm - 24 GAGE GALVANIZED STEEL STORM PAWL ". - . I - . "'W/Tu 11LIECOm. \, GLOBAL PROTECTION PRODUCTS. LLC. rl*IA- CONAIRA,F, `NKIC 5 11 Saw e 'I _& n 1. . " - - 20-175 - - .-M Z. CAR, __ .0 - ,.�;"�1w. 1. In.�-09-1 - - I (PARee- 1-1 �t Zt_ 'Oe"', A - E_ I 9 - " . is RALMR FILL A , " - '10015" LR 0 .. 17 INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED- CONCREM-OR_CONCRETE BLOCK STRUCTURES ,/,-, Twc R VX"W, POURED ,/". 1AIrm EXISTING, POURED ANCHOR 0 go 0 , (!ORCRETE on ARc.OR 0 9, DO CONCRETE OR _ " � , CONCRETE BLOCO , I CONCRETE BLOCK 11 . I AHEOUARED � ill AREDURRE. - 4 , � , .. � , I 1. "?,,t 11 . , r2.1 it I I I 1�. I I .. �� , I I 2. 1/. I '/.- _L ---i-._ - I .1 - ____ I -_ - - � I f _T___ - I "I I I 0 - . : ; ED- I I �, : I I , �' , , � , ' I,- -, I I Cf. ": I],` -,�.�, I : ,� ;;,�.i�l 1, I -1 I I I 1� i A ; I - I 1, m'.. 11 4- SEPAPATIOit 0 1 0 TO GLASS : 1/ ­:- rmTmo-A ! ; ,,,:----. " f: I I A,', _,K,�q ,_ CAASS A L I ., . .�o ,, I/ ,, I 4 , I ­ 0 ).- I C . i 1 ==,., IXFLIIK� : I , I I EL I '. ,� 11 I � I . 4 : A * I ICV.. � : If I.. I I I -A, I., 6' PANEL L NCIII i : i ( 1f1YL;`f. , I I 4 (lin ELIVAI" I / SEE CtfvATI0t,I I 1. I 4' Mn 0. i-7T !2) 0 ; I I ON SHEET 12) .9 i I ,_ S(PARATIO'. 'I : : .. 'I � I I : TO. ELMS ; 11 � I I I : I . : I .A- �, � I I 1, . , 'I I I 1_ 6' 11 I 1 4 It : , : 11 EXISTING. POURED E 0 0 ; I EXISTND POURED .. : 'I .1 - CONCRETE OR I E REM OR I CONCRETE BLCK-R � i t ,,ONCRIrr ALOCTI 11 I I 1 5i; t, . I -, k"VARIFID I I ? I o ,/r .,. RICKARID � .. I i FRITZ. I/. , 0 PMELW" ', PL U ANCHOR 0 12 1/2, 0 C , P-r1• 3, . ti S" 1111IOM 15 & It FOR ANCHORS TYPE A, SPACING IOU ANIP,ILL"'m we WOOD IRwA INALDINGS YNYW ANCHOR vAciNQ5 Atto .." 1OQF INSTANCE ARE ,IWATED ON FIRS SCH[WIL MR E.o LESS TNANI IMOICALIFED DN SCHEDULE RUXICE ANCHOR VAONG By "TeNLY'Ric SPACING SRDww OR SCHEDULE r NE FGLLDPRIG w1loelh FOR 'HIS opEmn%* To K POSSIBLE, R[TAx•F0 SPACRXG WAANCO USING FACTOR SRALL NOT BE LESS DiAN AwmAKRA SAACRAD INDICATIA) FOR EACH ANKINCIN TYPE ON INNS wiflliKu 1/4*. 1/.,. now "K TALON olefthoill m I ------- ..----.- _ ___ "m"`�w*1!_ w!_(!Q - . - , _ I - - _� -ARARANNInART, JORRAINNI gh) � -_ I . I FARAN-ow I""(") ­ - - I � j In ILLI ma mmmz ow fAm I 'n' . :s, - - I In' - r olo 1. im 3 ,/a' . L_ __ -1 . , � , , � , � '/.-. PkAW1t.fA1t 1; im. I I 3 AME, k,r.mop (Fimwo) 9 IRRP A I WALL MOUNTINGS SCALE 3/0-l' FLORIDA BUILDING CODE (Non Nigh Velocity Nu cons Zone .202a MIE'.. - 2A GAGE GALVANIZED STEEL STORM PANEL .1 I .,_ ___ - - \ OF /17/mo IMECOmic GLOBAL PROTECTION PRODUCTS, U.C. INGO A. 51 5mv O,Rt, ft W, A GAME - - ..% "INO 0 To-&-ifimmic C"PAKV . A, , . AAL __ . .. R.I.ii-sim ottt omm-'st. PRO� (fistigim- pso r. (IIJITIRMA, $717 20-175 CA Q0057111 - ,w;;T- - _T_--i'1 ii� � - 2!!!!G -I RIA". . 'LLIT 11, "A ,klfttY 14 If 44167 ' 4 ";=­ ,1-..__--_-. r-, ,L=� 7-rm-4 - . SWEET 1. " N1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Cf." INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURE (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX.A.S.D. 6AXIMILIM ANCHORS SPACING FOR MIN C.D. PER SCHEDULE BELOW * APPLICABLE TO TO MAXIMUM MAX. A.S 0 MAXIMUM ANCHORS SPACING FOR MIN E.D PER SCHEDUKjE 00,DW * APPI "= TO SE %,-E-, DESIGN PRESSURE 0 PANEL LE . DESIGN PRESSURE L.E ,, � - APOGN SOLID -SET FEMALE ID PLUS ZAMAI NAILIN CALK -IN CAL K -IN TAPCON SOLD- xEYAtL 0 PLUS - I. - - RATING 1 & ANY , COMBARA"FON �' -L , LNITD I RATING (P .-IT) 0 ANY " In) _�67C�TF "O to ;I- To To I m --m- -m----T-- - - ; - �,�=_ (P 0 ) ,.,&. .Mla.m I I !.tEp � OF THEIR or THEM RAL . � o,,,,,m - -m OF DOOR ,3. 13- 13 . - - 13' .� 1, 13 I Q* 1 13* - -1-- . . '. . '3 ir - - _!_ , EFORI) I (TO.) u, 1 ,3, I -I i3- - _' 1 13- - 1 3' __- 13* __ - 1* :;- . � � - i :, 77T _7�7 �3 - _ 11 1 1/2' - - 1 (tOP) --im-lcii-) 13'_ j � - Ir __ 1 :3, ' 13 , ", . - .­ 13' _ � 13, 1 - _Q -1 - �1 - , __ T_ 13' I __ - t I 3- ,37 , � IBOrYr , Owl -_ - - _13 _�_'�:__ ­_ _ !3 _L - W 13 __ '3 __ IS I .. - , 13* , I -13'-.. !3* s - 11 1/2' . o 1 ( ., . - ,3 . ; IS. � . 1_5 lz* , 13' 13' - ". 1 13" - _ , � ,3. I t3: - _k -i - 117, - 9'.-- 7 VOF) ,3. 13-'- - - - - -.-- 1 13- I r -I,.- I_ . 13' I � 13 1, w 2 - mp) . ,3' , 13* , 13, IJT 1Y t 13� I ,3. 'j* I 13- T 1,66iromi 17_r. 13- IS' 1 13* S�­T I 13 . I 3 . IF In- 2 (surfrovi :3, I- 9 Q . 13' ­11 13' - __ 11. '3� ---.-- 137_ 13 - - ,_� I ". Ir t -1 3- ,-3* - IS-" � ii� - __ - ,-3" � , -1 5 . ­ - , y 13 . - . . - 3 (MR) I - . . 13, 13' - 13�' - 1 13' ___1_ _ 13 . � 13 ­7_1 - 13 . - - "iv - i iio� i - - _- i2 i/7.", I/.- , .. Is � i I - 6 ,/A- I J� II�V12 1�2' - - t Y' , ;/A- 6 J, 6 . . 3 (EID11161d) " -,. OR .1 - � ­ * _ �1,i__­_ 2 I/ _, - - ­ - _,p: - a ,/. ____1 .5 0- 12 I/ _ ) 112- I - - - __11 �_.!zl 'I ,I - 1�4' -0 - - S OICITTIDIA) - "-" OR a' _ ... i I , a' - - I- I -, a -.----- x- - ____ _. 4. . 8 -_ ­1 --'- I . [ . .�.. , 8 a -j-_ '_ - 6* 11 1�;f" ---- -- I. . - I I_- I !!C� LISS �, - , - li. vr . - , _� I w - 5, . I 1 �2' _ 8' 1' 7 1/2' . O' 1 6- I I :: I 5- - .. ; 66Pi- "..... ...... . LESS 0. - . " 0 . I I � h I ft' � - A (MOTICRI) a- I - 0. � t 6'. - - � '. - a- 1 - 4 (BOTTOM) _�'. ,$. 13' 1 I3* . is* . i 15* 13' 1 13* ! - ': �,: I :, :3,: j :,3: , (TOP) 13, I .3, T 6. :1, 13' I IS, IV _ . ! Ir _ 11 j 3: 1 IS :S• I :3. III _1/2' S (TOP) - 3. i - 13 - � III 13 , 13. :� 1. r � � 1. IS. , ,.,. : � :1, 5 - 13' i 13' 13' I 0, " (BOTTOM) 6 ( I Or ) , l- -i . I 13. 3- Ir Q. Ir I. I" ,.,. I I , - I 11. I '. Is* ": I - I 13' IS' Ir � 1.1. 3' w ': 1/2" � 1/2� 5 L81�11011) IS (10-1 .45. -45 13- - I , -_ - ­ 41 0 1/4-1 0 1/4' & -1/i", E. IjV -_ - I - , - 1 - -_ � - - 16 1/-'! I /.- ,6 . . . I - - ­ 6 ison ..) 1 ,45. -15 i I - - I _. 6 l/. . - . it ,/A. a q'-�s . 1/4-1 -_ 1 - I - � - 6 �/,- - 6 1/4-16 _ - _ (60" ")I OR LESS TO . ♦w -65 ilo 1/1' , __ � I 'r ,__ - ; a , . I ____ �__ 17-- 7 '/? 1/2 1 5 __ 'O 1/7 7 112 13* j A ,/ . _K '3' I (TOP) - - � - , morrom) 61 i 3" "I . - r 'I li- 7 IS' i w - . I , i, ,3, ­ I- _!Y - A 1?�2 . _ _7 - 3 _ L 3. 0 112* ". 9 1/7' I 6 1/7' - I _ - , I I" a' 13' 5 1/2' _ _ d 1/2' I (TOP) _ _ 1 WMERI) 13* 1 7* ! _ Ii. S. 13- - _: J' I - Y - 10 112 . 13. /? - + - - __ 13- i 7- L -_ - ' - _11 7 iii i!i 2 I a- - -_ - I --- 1 Al I/r, -_ - - i (top) _ Ir I - i---- 3 a. 5- --- , - I - 3` I'. 1 13 __ �, I" a - , /2* _-W.- 13' _________�f 0 1/2* - , - !--- 9 1/2-16 1/2- .. 13- 13- 1/2- 2 _2-._�!�!�2 ". 1. 13' 1/2 �S 12- .- 13' IS , - � )3- i 9 13 112 � 10 1/2! 7 1/2 �r .�r ie I12- 2 Leorm.) - 1 . 13' , 1/7' I - 13- 13' ! ( To'_ ir 1D_ - ,,* ; 5, 15 - - ,3. 6 1/2' . (11(i - ". i 1. - . :3 * . 3' 1 13* _ . _ - 'r . �.q V2 _ - i - '12 'j. To I/2T 7 112 I ,3* /2, - - [6 I .1, (IoP)_ - I3' j7 I/ 2' --- . - 13' - 13- _ _1�2_ I I 1 3- _ I . 1 _To�_ - I ,.r L ! 10, If* f a- 'r 6 ,/2- , -3 (TOP) ---. - __ i ___ 12 1/7 1112 1/7' . . lo� a I /A. 16 1/4' - _/5' 12 112-16 !/-- - , -t -.. - - -- ___t____ � / 0 I/.' 9 1 A- � N 1861101d) TO 14'-4- - � . - 1 21!rlu , - _6 1� _-_' . - 1 6 I /.' � AT 17 1/2 _11--1/11f --- - - 6 1/4' 6 1/4' , 3 (BOTTOM) ______ TO W-V �, I 3� a' 5 r �j 1�, � �, -_ . A 1/1" 3- - -.- IS I �,_-� L 3- - -.---- - . F(Ipl___ ____ --- , iii-I r .. - r ! 6- I.e. --t ! - - � , 8 _ ,. � I' . _ I 4 1 /�:i!` 1/2' I 6.-,!T 1 3' 4 (TOP) _ - T � -1 - a- �- f -_ --- ". I - -1 - _iI. I I a I 5 6. , 'I I., _. i A (BOTTOM) �;, : - I . M. _ - a- I - 2. 1 I/ - 7 - - y2 4 (BOTTOM) ,3. 1 7* .3* ,3, , 0 13' � 112 - _' - - , 13' , 1/2' 10 1/21 1 1/2' !3- � 6-� 1 (Top) .­ 1 'i I/2* 3- , - I , I I 3 3� _� Ir __ ! I-O' . 131 - 10 _! I - , '. I a' 0 . , j 5 1/2 5 , - !a- I '. - - � IS . I3. 1 _ - . - - / 'i� , ill I 2. . . - . - . - '3. 19 1/2* _ I � . I � I . I - io 1/2' 11 ; �2" � _ - . - - I i ,/2 1 6 " -1 t I :!/2, I 5 rearrowl) ­ I , 111 I - , 3 � /2- t- � 1 Ir - � 1.3, 1-1" ____ I 10, - - ". - __ I To. - - - I I - . 11 �1-1- t - B`_ - 13. 1/v _ �: s bow) I � - 6 Dop) ft w A* , In 3, 1 112' IS, '. -- 13' 1. 7 112- 1.12 t� - � . ,, � A r P-Ct)- - i� - __-, . - g:_ - L3, . _1 �'. , 13- � III 1/2- -_ _ _13 � 6 '/'2- _ 9 112-. 6 '/I- ­ ­ __ __1 �-,. I F2. *1 __ ___ . . C __ .1 I i ,-/A•"W­i/e i 1 s _1/ 4v '. , i mom -) - , : - - f. 6 I /.- 6 1/4- 6 1/1-14 1/4* � � - j - 6_1�eTl s 1v SEE SHEET 11 FOR ANCHM TYPE III SFACRWI FOR VISTRUAINNOS INTO WOOD 11AMIX WUPO A` LIAAIALAAA ANCHOR SWRAIII AND IANNMUFA EDGE DISTANCE ME ININCALTED ON INNS SCHEDULE FOR " L(SS It" INORATO ON RIDTIlo" REDUCE ANI SPAPRO W WATIFIVIAM SPACING VOn SCWDM ON T1 #OLLOAANO rR7OF& FDA MFl OPERATION TO K POSSIBLE. REDUCEU SPACING 011FLAINED U!ANc FACT"' SnNU. NOT BE LESS TRAN RPARUV SPACING INDcALMO FOR Mt, ANCHOR/ TYPE Orl ,TER SC.[D1u ANCHDR TYPE 1/4'. ,/.,. ,/.,. 0'. , /.,. '/... 'ARRINK �w =� w �� VRAN; - tAix- 1 . __. _­ 3 I- - ___ 1 - - , . � , 1­ , � In' - - - '/' - -17 __ ;we �mc-w vo�(-_)_ - - - ", " �, W3 - . .. - - , 'Ir 1. - - . __ ; - __ __ __ 1 1/2' - - --'� serAgat PLo i wNcxrm It= III i 3 1 /_r, - 1 'Ir s In J ,;r ACRIAL WIN 011111111ANCIE (E D. . - - - - FAIDMIR , I i 11 '. , .. III - - - .. J I '' - I I IN 'm I'm -1 SPA0NGS ONLY WHEN SPACER )IS USED. SEE TABU III FOR MAX A.S.D. -VALID I- DESIGN LOADS& MAX PANEL WHEN SPACER " ISS USED. rltP.... ......... :'N' %ACE1Vj;- I %k :I ,.4416I7* ­. A` I*I A*-Bi I'-., TATE 6: )-`Af- -,.= �`-, -�Alul;;/" - ".h ..-cs , r/ ASM. OEM LOAD UMIMUM PANEL UDOM - 40 PST OR LESS - 6 -8* > 40 PSF TO 50 PSF V-2' 1 > 50 PSF TO 50 PSF 5,_ 10" I A MAX PANEI- LENGTHS ARE ON,Y VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. IN26 MMCRL w 24 GAGE GALVANIZED STEEL STORM PANEL I ORAPI ' \ . "Del"" 1 L I E C 0 me I \. GLOBAL PROTECTION PRODUCTS, LLC. Nice ii, 51 � V_*___' "M ctionicrPow Colo.- . "'" - -(AR) P-I., - - .Rfie (vistj - - ­(ve."Ami-Ani, M-lb45, 1. 20-175 CA. -I'll :R�l �_ ------- T-- - - nit-4 N. +_ - RAW It ;7TR ,• MR . 11LUT I,, IL 1 - A -.1 - ANCHORS (SEE SjC70KS A AA TERNAITIVES ON SHEETS 13. 14. IS *1 6) - - ., vm 3' � . R-IA/13, R-2A/13. R-SA/14. R-1111/113, R--28/1& R-311/14. '. MIN D.W(j), -" " - - - - _ - -*R-IAW/15. R-2AW/15. R-3AW/15. _*R-lBW/15. R-2131110/15. R-3&W/16. - -, - - 4) .1 (�) I 0 0 0 0 0 0 0 _­_­._____. ____.­__­_ ­­_ __..­__.______.__,_.____ ---,--- -.,- I . I - r--r-- -- - - - --,- -- � -----r-- ­i- -- -- i­ -�-- -_ - - � - __ 7 ___r__ --I--- I i .- . ­ L ---- I ----7 --'T 1 ! � ! � , : I I I ; I ; � , I I ! I I I : ! I i ; L � I : i I ,_.--____..�__ � ; i I I L i i � I ; i I � I : ! ! [ L12 , ,-.--_____ I . . ,... . k ­___ __ 1 7___ __ 7-- j7__._I__.._ ­ __ , ­ , ­­_ ___ --.-.-- .­_t: - : : !/4'9-20.1" 5', BOLTS W, 10 i 1. � I __ (USE 'DR PANEL LENG 114 - -'.' � MAX ; ; // OVER 7*-6") \ ­ I PANEL LENGTH i 01 I "I � ; REGU,AR �tORIAI PANEL I �\ % REGULAR AM .1, � 6'-B' 6 +400. -40.0 p.s.t i � I IN/ cfvt�" AmD PANEL LENGTH sov) 1 .4-11, --- -- ---- �(D__-1)0,. - ­ . - . - - - - - -_ - 1 7'-6' * .50.o. -540 P...f ; I LIFIL SAFM STORM PAhF1 I Ii T I (W/O OVERLAP MIO PANEL LENGTH 9CI' _�(,�), � I I ; -� � � I/4*­2D.l' ��A 1;_ USE 2'-8' MIN. PANEL LENGTH , 7:, � � 0- I ! ,., AT ALL MOUNITF114- 1, , . . � E� P � �, I= I ! I AT I ! I I , . � 1. -10-1, I , . I a- - I I I . i L/2 I � I . . . . . 4 : I . I 4 1 .1 ­ -------- � ---- � � (25 NOTCHES RT__'._;7_1Ib ---- - 4 1 --- --- --- --- -_ - - - --- - ", ( --.-t � LOCATION OF LIFE wrry . � I I - ! , zx I N ; 4' � AA ( - .- Li ;#11 - . PANE, BOTTOM LORNERS I ,I 0 A � . I I D.M..(J). - __­ ..---.-....- - . - ___=F� ­ ­ � - - - . I _­_ . .1.1 ­ - �_ - OVERLAP - _ __ - OVERLAP - ------- --- --- of (�) - WING NVT AT EXTERIOR � W1110NUT AT _ 3. IIIJ L[" PANFC RIGHTPANEL , ONLY VALID FOR WIND I. , R-lA/13, R-ZA/13. R-3A/14, R_19/ 13. R-28/13, R-38/14. I: t-7 SPEED UP TO 170 rnii.h I * R- I AW/15. R-ZAW/15, R-3AW/16. R-111101/15, R-2ffW/15, R-38W/16. I t IN51AI CATIONS� - ANCHDA% (SEE SECYONS At ALTERNATIVES ON SHEETS 13. 14. 15 &14) - - - ,/.. m" GAR LIFE SAFETY STORM PANEL � 1.) ELEVATION (t) - - I I SCALE 1/4..1 - -_ Ili 2 1I , * 1, ) RIEGI.FAX � I 1 ') REGULAR 0 . � I , I , - STORM PANEL (MAN CNERUAP -.1 RHOu VALLEY) I- STORM PANEL '* . 11 .,��� , . ­ 'o...". I.% .1 " I I - .���"RAI , i IF I � � �at. . III 1 7,1 .. I , : / I I I V " .. , I 11 - ,� " "�* � OYE �%� ON " . � - - . -7 Z = 4:1 - - f 7 � m . z : ,-. T­ -_ :*z FLORIDA BUILDING CODE (Non High Velocity Hur Icon* Zen LIFE S91 PANEL 3 - 1z , . - . . . A . , �- ,- -IN)iKI ninnie - f� Off ERIOR ....Zpfll��... " 24 GAGE GALVANIZED STEEL STORM PANEL ON- v . ___ ... -_ - -_ ____ I - I N & I � - .1 , - I ", � GLOBAL PROTECTION PRODUCTS. 11C. 012, � .. SECTION A -A____ � 1 4 11LIEC0111111c t4a) Ii.. 51 STREET .--Nn � ttvm & Ematiciummis CoRrium, A , = .----R.I. ""' � 1"' --- SEAL[ 1/4--l- r , .1 - - ",-,I= ,­­ I", `NONE to-W�rl!�F. (1,H)AM'De, 20-175 ERARANC tKI RE REAC/RKR�tFLAFJ�T .TOIL)) CA_omI -it It ! � i im� ___ - . " ,:� . i17 -- SAM11 17 OF I _.__..____..____._-.__..-__-�-__..___-_..___-__-_...-....__ -__ - ------_______ _ MONZA, A " I - -------..-.,.-�.,---...--,----.,.--.--��--.--...-,--�-,--..�.-. ,-,...---.�-------,------��.---�--�-,------.---.�.-..� ---- - ------ ------,-- ----.----,..---,---..-.--,--.-----,-.--- __ INSTALLATION DETAILS FOR LIFE SAFETY PANEL (,/-i, INTO WOOD 5TRUGT�RES I I i � - - ____ - ___� I . I r__ - I __ .----­7. 1) 1- WOOD -FREER 'r ,,r,,,., HEADER WODE/ HEADER � 1 - - , L`el�,`�:, -1 .-, i­ AtOUIRIED REQUIRED I � 'I . (IFOLumm I I . ! I - - . . � - - � ­ - . ---- I . ,/.'9 TARCON r----7-�-A . '/4' 7APCOR , . ____ T, -_ ­ , XnTAPCON 1. I ANCHOR a 9' Of I I , � A)#Ci,OR 0 2* OC I � A IF TAPCON 'I t'.R 4 r ! " CROR 0 91 OC I I 0 9, OC : � 1 I 1 i I � , 141 �, I i 4*�_ . - -, _­­­,T, - * IV+ -� . /1'.L I ,�,- � - Gvp --- � I . -4 ­ Ll , 12' ��, 1 -Ij ,1/4' ; I'll v I .1/41' J-_ 1/4* - - � T, _1 1-11 C_ _ " /4. L - - _. ___ . u- � I __ Mm I j 11 - __ � MAX i ; - I , WV.- " , I I I .- I -_ ,:.� ___1 .. - ' , A I I I I I I li, 11'4 I . '. J� I I I . 2' "I 11 2 I:,. 'I 1, AIA- i i ii - , i it. Ill I M � I'll, 1 ML, 1 I I I � I I .". : � : I � I I I t I � , � �j2i' I I L 1) I . I - -, i � -- -- 1 : � I I -11 � - - , : I � I - N4 I - I : �I 11 ,- - I ') , I In I I .1'. : I i ) , 0., I - in, I f I I ./.-..-I. 11 � H I IF - - 11 4 sit -11 a I - , I ",-• [,.�A_­., - " I , I 1 ; j! e'. . . ILA oAI I fi At r I � , , ,�.�* EY,SYN� A v.- n � .� I , � I I -1 In :I0 .. , , I x�� ` U_x* !�.mm I GLASS . EXISTING 111, 1, I .11, , , � : I , I I I (- - PANEL 21-IST"I'L� / ; '" " "Re" C"RS, " IL„!T. ; - v I .1 I- ot", 1-s`) I � eALK 1�1 I 1! li, : 11 I � : I ,I, 1 �� I I I � A, mixi ,. . If L ; I R Z' I � 7 I, . I k A , : I � :: � - ' P"I LENGTH - 11 -m LETAGTm 11 4 4 " � * (SEE EIrVAFt . ; I 'L U_ 0' '. "I I ? I I ' i 6* . I I P '. -, ; (SEE EILCVA KIN I PANEL LC14N I ON S'ArEl 1�2) :� PANEL LENGTH N I I., A - . ON SHEET 121t j A � ! 4 '. �., (SEE ELEVATION 01 I I 1 11 (SF a I t I V` 11 : I - -41 I 'ELEVATION "I I I ON ,KtE7 121 a - I I - ! "" I' .., : r I .1 ) DR SLEET 12) 1 I'll, I � I " . " - 11 / I I -1 I.. TO I I I :: I, . 1 4 ­ 0- 'f.ARATION I I '_ I IF .1 "i, ­ a I , w. � 11- I! ) A CLASS 1, 1 " " " ; :1 I I - 0 4 �3, I ", �"p ss 10 N'D I , , I - L/� AIL -- SEPARATION -1 ; : r , ­ SEPARATION 11 , - -1 ; - i 9 �_ I 4 A t. I I I. - 0 YO CLASS 6 I t- _� f : I ,/7 : I � ­ I .. , I I , � 4 ____1 I I I i , ; V, 1/1 I I I - I , �_ I I I ED I Eh I I L..-,-'* _! .- I �� ­ � a t 11 - vom , -� I . w I 12 ! 0. F�: - , � - - 11 ;�:I`- 4 49%=::i - - - : I -I I � I I ! . ,ED '�,� , F:..-,C. � It . - __1 rL I .- _j I , - .0;;�� . 1 I � - - �: .. __L . . . I 1IL__­--.___. .---;- , iii, I E� _ �CAC_11:_` I I -11 t ,- f 1-- -1 * I) II/F., I CO.I ,/2- I (A�, . 2"I4* *000 I -1 . . I I - - - -_ �'. I l " -�;*-- - RA ! � I � ; (�) PLATE I M. R, - . I, !: I 2".4" WOOD ,, . 11 1/2 II I I ' 1 '4 • .0 TAPCON i �_ 1, 4"9 TAFRON REwRED . TAPCON If i, Ak-DIF 0 9, of, , . _14'o I � I ANCHOR 10 I' O.C. . ANCHOR 0 9' 0 C PLATE 1,14'* tAPCON � � I STAGGARlD W/ MOD REOwRED " � STAGGERED W1 STUD ! � i mr,K)p 0 ,I' D, I I ! . L• 2 14" INOOD I 4 I . P'.4' WOOD � I . � 0 , I" LATE 1 . LATE I j I I,; - d - � R _! 4EQUIRLIL REWIRED I , jujammE R-Im ALTERNATIVE R-IRW M ALTERNATIVE 4�11MVEETY PANEL &OWGULAR 9 LIFE SAFE44P MNEL WALL MOUNTINGS .0044N11 WALL MOUNTINGS SOME 3/8.,. Pit. Titz SCAU 3/8= 1 - - ....... . . . ... I . . . FLORIDA BUILDING CODE (Non High Velocity NUT cone Zone)l NOTIES, .. .. ,II ". - Alm Mwm RAC 24 GAGE GALVANIZED STEEL STORM PANEL I.I. z . .1 .44167 I PUSIGN 1 A, : A, , : * = , I - --.---- __ ORARAN - BY I INSTA,LLAT ON ARE ONLY VALID ILOR ASO '.. - I - I __ - PRESSURE RATINGS (p.s.1) AND PANE� LENGTHS AS - -_ * - �- -_ ­__ " \ GLOBAL PROTECTION PRODUCTS, LLC. 'I/-- PER rirvAtioN ON SHEET i2. !im ,. STATE 00w, , . �, C01111C I CRIE -.w � `L, '.... � -_ 2 FOR NEW WOOD FRAME CONS7RUC7104 WOOD w -.. _L4_z�) = -ELirrve;j m.marma cow".. `400 S... 51 5-W _ . - .. ___� - . "'(?� . !IK!"It, `L =1 20-175 MEMBERS 10 BE SOUTHERN PINE No 2. A/ SPECIFIC , � 1151 �! 'FON, " - 1� .1 11= ifee,tiepe-w., , Z) R­ .- )00-1�o, - DENSITY OF 0,55 OR EOLIAL. �_9_01'. - ,..�­ �,,, -_ - ---..- RE, - - ONARANG NIt �-comis - ­f4 I - i /wt MA 1--` - 1.1 - __ - I- rml�-i�;PiA­ I To go: TAL' .. p If. ­Ll I I INSTALLATION � .LLATION DETAILS INTO POURED CONCRETE OR FOR LIFE SAFETY PANEL( 'j) CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON =OURED 1/4-0 TAPCON EXISTING POURED 1/4-0 fAPCUN ExLSTING POURED 1/4-0 TAPCON COSTING POURED AN-Hoft a 9, ,).c OR AiNctiopi 0 9* OC CONCRETE 0 ANCHOR 0 O' DO CONCRETE 00 ANCHOR 0 It OC CONCRETE 09 CONCRETE BLOCK �'� 1: CONCRETE BLOCK . .;, ! ; CONCRETE BLOCK �, L I cowcArr BLOCK ' , RLOURED •I REQUIRED I j, "I REOCIFRFD 1 H I` REQUIRED ... � ,, :11, I � �2) " � I �', , r . . . . . . ?1 __ � 1, "I (2) I,1. �") ,1, . I - I .�_ It-, , 11 C`IN - 11 . . , - I .1 I ­," , .�_ I..I l 112' - - ,1/4' 1/1' I• .T4-- 1/2,,/.*_ I-. __ I I/ �_ I- I I.*1 -_ MAX I ..... I . . -_f�lt" Mf!___,�1*1 I _ �, I _-7- I I i I I . I f� , , . I . I �mm I :� . , :� . , E 0 $ � I . : I I I.O. I � : I ;� �, - ". �' � : f E v $ jrR1 � I . , , ; I I f , 1. . r� 1. 1, I I I , : 1.1/11� , , I , I I �, I" .1 I 1 ; : �51�x 1� I I I . I 11 . , . ; I . 4 1 I , : . : . I 10 ' �1� , i , , . : - :,I) - 1 , 'A . 1. 1- : It. (11 ) I , , 1, 1 ", I i'l " . I 11 I j I- mi. - : , 'I' ; I - IF . . " , . .In .. : I FT EAIS1IN,;..f; W- SEPARATION . I EXWVAkj 10 GLASS I I/.*0­, I I ,,,,-;I�. I I I t s RQ_M -AA 11 EXISTING " � I Ij/,4*Rg I 4 SEPARATION ,?L��S rk� TO CLASS I I ./.-..- - I -,Szp III A!,.S . GLASS I 11 . " , � I I . , AS _` . % CL, 5 . 1 1 � , _ � I .,I" / - A - , . 11 �i ,i` . m�� : i LvH;IL LAG, r-in I i 0 1 I . I * I I / � ill � ,-. - 1�n ." i � I "' " . 0 '. ; , !: , � . I : ( I :� .i : I , , -L .. � - m� - i. 'E' WAY -i � 1��', , . I I : I L , ;� I P_ .. � LENOIR " I - I 'I.' MAX �� i . PANE. : 41 L UIENCTI, I ME' (SEE ELLVAI*k IF ; 11 . T, 8 ANFIL LkNia,t 11 p 11 ,I' I (SEE LLEYAPON I 11 11 � � (SlE [I.YVADON I i 11 11 I a LENGTH 11 I SEE I.rVAT" 0 ( E 1* ON SHEET 17) 1. 0 L I I ON "Er. t2) S I ,I, I ! ON E.Er : � 12) :� '. 1 : I ; ON VRT7 12) " - pt,,4;. :fSEPARATION - : I �F_ u'P`A-'VT10N - I If I ... I U 70 GLASS : : i ! :; IC CLASS : i - 11 I I I I . m I , I � 1 ,; � I _. .1 I L/2 �, I . r ; I I � 4 I , t , I I . 1 I'/7 . �, I 1 � I L I . I I I I � � %, 4 � ; I : 6. : i. . : , j) [ , ­ � ! ,i) Ir I I f Iv 11 I 11 , I I I I I F. 0 # I I I I ED. I E DA ; I ED - I . I : 'I I 4 " ; I I � I' 1.-5�, Lv� .. 11 11 , I . 1. : - I . � I I I ; 0. nivir I I . I (•U,TM I .. I . I I I 4 I '. � I L I I � I I I 1 ` I . I I � '.I 11 11 ' ! '� I ED I , , --'I-- I -4 ,i; .. I 1?! I- j I I ..ir:� * 1, -, . -I I I . __"o .- E 0 1 1 , 1 'CA - 1 Y.S.I k E01 - I � I 1.1-:w - fill - til = � _110 I . � ,I 111 Rein ."Llo 4 ' 1, 11; , /4*0 TAPCON I /4-0 TAPN.ON 1/4- IAPCOhl I /.-. TAPCON ANCHOR 0 9' 0 C ANCHOR 0 Q^ OQ ANCHOR 0 0* O,C ANCHOR 0 9, OC EXISTING POURED COKRPT CA LX11ITAG POURED CCACREIE OR , EXISTING POURED CONCRETE DR EXISTING POURED CONCRETE OR * ffiftwiLs CONCRETE BLOCK REOtORIEr CONCRETE BLOCK REOUIW-D 0 NWHANEL CONCRETE BLOCK REOUIREV 0 WOMAKELS 0 HJM- C. ONCRI BLOCA REOUIRED WALL MOUNTINGS SCALE 3/8-1* WALL MOUNTINGS ".I.- 11-1.1, SCALE 310-l' SEE S" S 15 A If MR ANCHORS APIMM FORK, YYlK 11, SPARE FOR INSTALLATIONS INTO ­_­'_-__-_-__­­_­_ I- *0OCI FRAME BUILDING& �wm �ROR SPACINGS " mRNRAA` _"A"" Atomr smac-m-co.). - . 1. ­ TI __ - - MICE DWAAACC ARE FNOAG.Z ON hIS, I-- O_(in.}_..-._ 1) 3 " SIDYIDDLIUL FOR E.O.LESS HAN FRINCA to ON SCNEDUU[ REDUCE ANCHOR SPACING ARAIRAKAVAI, .cRFTRNXR'­ - . wwRib CO.) � - ' 3 - �&x in AALI'TIPLING SPACING SHORR ON $000ULIF By THE FOLLONTANG FACRIAS ADPJIL ONE owma = I 1/7' FOR TRIS OPERATION to ft POSSIBLE. REOUCE ~NG OBTAINED USING �ACTPR St,Atj Not K LEM IHAw , 1/2' .., m`NAAUA` Sp`C mDACAMD FOR EACH '. , " AWROP "'If 1. ,HIS $040au I 1 3 '12' " z", I 11 Ok A. rz t IRR / 4, �N�.� - �- .......... /" x , - . fi,clilvsi .!to t, .I•., - . & I s x 7 No. 44167 -, z 2 . . - . ffir :*j i , , STATE OF ... S ... .. Q:. 1 It -`5"-4.7 l ?�5'4.�* _­ " " " xi� .. . _ - ' I 11INIVOINARINE/OAR FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A0010 mIrm- 24 GAGE GALVANIZED STEEL STORM PANEL 11 FARAN OFF 3CORM \ GLOBAL PROTECTION PRODUCTS, LLC. AIAX) S. 51 ,FAMn PRIX. R. M3 I ..w )��S. 1. (0.)MR-11", (, 0'/v�/Ir_ - - 20-175 ;E-&cow - . .. - RAL - - . , " I A I- - VAR .1 -, __ (LA -tiXilt .M. A r.0 JrI I .aea. -7-- - 1:�:: • t n_= - _ t _21_� _ � " w 'a I I zP1 0 R F31 Lei z m 01:4 rJ I k7m 1:40 R hi *L.1 .1 -1 fm 41 11614 NFA 11110MA11611111MIRINIquy V I L I � .. I - I *DOO HEADER RFOLKIAID --- I - . 1/4 . 0 TAKOh i I... . i I ANCHOR 0 9, O C. 11 I : I � 1 1 , . �2 � I i , , +4w� !�. j I I ­'--L­,, '/4' . MAx I i 1 , . _T I I 2. I WI, f � 0 I T_ - -,I : I I L, I I . � It I � 14 . � (f) . EXIST. " I � � .. 1=111-11 �._Z�. 0 I N, I I lal "a :: ; ,iiielt MRr -e-I If 4 1"R AARY i 11 " , PANEL 'UNG". 11 I (SEE ELEVATION . 11 1 11 . . ; ON ViEFT. 12) I 11 I' All, �__SEPARATRXY _ : I I I ­ ' - If .0 GLASS : # I 'L. I I . -i I I 11 1 -� 1 / ,2 - � .... __ __ � : I f* 4 4 I L 1, oi, : ILA u ,ft - 1�0 t , i - LID - -, 4 `­ 2'.4- RICUO , Ir PLATE , . REQUIRED I 1. ! I/4-0 PAKIRMATE PLUS . � I ANCHOR 0 12 1/7' O C WALL MOUNTINGS SCALE 3/8.,- 1 INS TA, LA71ON ARE ONLY VALID FOR MAX AS G DESIGN PRESSURE RATINGS (p I,J) AND �ANFL LENGTHS kS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CON STRUCTCN WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. WOOD .LAU R REQUIRED 1 4 , 9 TAPCON CHOIR * 9* 0 C I 12. 4 , �_. .�.,/4- IAA(. 1 ; �- : I I _,11 '.1"', �:*- 0 FTL . ! .17:_..0 11"l-4 11 I I ,'A..., 1111111 1, ; I I " ;! I ' _L_ MAX it Il I '* PANEL """" 11 (SEE ELEVATION :� 4 : I ON SHEET 12) 0 1 1 1 1 � I ! I 11 " MITI. II­--S[PARArLON - I : - - ,I) . If 'o GLASS : V �_ - I : -_ � �41 E I 0 . t ! At ,.,/r - , , I EO .1 . I I 11 . I [�'!�. ! I I ,-. , �_ - _ , I I ' � 7'.4* WOOD I _ PLATE I I I REQUIRED , "I'l 1.111I PLUS , ', i I 1 . . . AfflNff 0 Lj 6!t& ANCHOR 0 12 1/2' OC ro�ql�. A..!!,� ;;-%, ... -�,��`�CENS_&"--�A$ . . , . S . . * . . I - .. o 44167 i * ... 111, .wi 14".. STATE of _ `Z� ,;,". O - , "L R , - r- oe, <; �/�NAI i0V , �,�.,- 1is... " . " ,, r OrAlwoNATILim"bur FLORIDA BUILDING CODE (Non Nigh Velocity Hur Icone, Zone - I`,1o;K` M"Ice, - 24 GAG[ GALVANIZED STEEL STORY PANE L 'A - An , LIECOINC \ GLOBAL PROTECTION PRODUCTS. LLC._.'1M'/Rw`o a ­w-dw;­w-ft-a-.v_', Lem sere 51 1-1m, A-RAL-4RARIAL-AR ativa. n. 33j,- - I .-FLAR 1. CRARTAII-1.1 '�L (Ob-)M 7"o, FAR. (".)m am 20 175 - I - - EiK� _Ii�_ -!,!!!? I '-"" A. If md . _. --- 'MR I YLLF, ­�l,v , . . -&-.0 a) a) = Cn -Fa a) 4--, C) 0 _0 a) = 0- ca -0 " �It .5 _ftt��& U a) -.6- Cn w 0 -= -0) = 0 C: L_ -2 C: 0 a C= , 0 .= AV E "I- - im - Ln -0 Cn E a) 2 0�. = CD 'R =_ U) -10-0 m. < Cn " CD (1) (D = _p_j 4--p U) =3 m > 0 L_ U) CL CL < (1) -4--A 0 C- =3 -0 cu 0 OL - 0 a) I■ L. Cf) m " rn =3 w m RI z Z < _j a - SHEET NO. SH 1.4 1 I , L. -._L - P I 1! I __ __ I I I I. _ _ 1 I I I I I I I I.'r l_ I.. I. 11 _ I 111P I I. !I I I' -. I I I 11 1 I , III I I '.I I I I I _I I ' I I' I Il 1' I III ILL EZI/18, EZ 1 W/ 18 ANCHORS (SEE SECTEUN EZI a Al TETRNATIVC E71W OA SHEET le) _ 3' M.. _ AA'I• - ," Yin - . V" ,9 .(SEE NOTE 2) 11 w10 ' 9 (S /14I1' S.NS , ._.._ - __..- __ --_.. _. . / _- -_- -. _- _______ r,l' OF 1,'CII [NO {S-. T -_ -T ___. I r.._y --- -J._bi v'6F Ai N,lu TE 2) 1/2( O" --.-TO ' 10 ? O j0(" IO �O JOl --IO -110-i.-•."- - , 1 1 I ; 12 c' T rlR ,!!.l I t'lx r. 1, I N I. I'll .1 IIJ'ERIC i, I Or P, I I I JI L,;k,R F-A! L �I IF^,.1,.Y L ANT t/ f J PAN[ll MAN ! I If A' i I 11 NG•1, 1 t - I , AT , a L-. * a ., F A - E1 I rt. iJ ' 1' f I . I I - 1 , W.' ,w4, W AR ,'J.r ' `. S 'tl,l •i W P I F r'Ni P.. Pf, r /i rr. ,,. . - i � , " 5 S '".II.Ap3.' 1 I ,oR } I.I 1.`Y.-I-*. t 1 .Y"'k I:. T,' I r-/1I. T , , J' r 1 , i 1 T -tf-xr r i.1-1. _.i ri, I J_:_L_i_-.1�-LLJ� 1_LJJ. L_. J I-It.LJ I_L--_1111 JJ- L_1 JJ_1 III _J.I I -.I I_1_'I ' I-. - - .. _.. _. ___-... ,_ _ I 11 11 I 11 �- ;rr ,,,,,r , r' 4" ir° ,,r, I ­ 1, , Ti '.% IA. \10' H,11T ' r.,rr, 'S,u '­:I,N: LI' 4 A, 1.11IM Ell. lie ':III . 15) - +EZI/I8, E71W/18 TYPICAL ELEVATION FOR__URIES 2000 E-Z HANG STORM PANEL 1:11 YYSTEM (t) 5.( AI F Si i/,. . wit. f;. J AN( NL IN ' -Ali AT FLH ,') E r:IIJL "•a A .AllHE (10411 4" LLA. A C E !U fa 1 ATE 'E ALA •_N ,`A-NDE.i' CF- 1 AL-F., M ,1N',Df.. :: _T4'-LT•,Ri N ;1_ (' Lf..IN ,,a.-�L_;ikha-2''75! I .ANI,i 4M -ANEI -'tiltV !C'Nc At of FANG '.oil rrFlA P('.,FIM 1 '; I H; PAN1, 111 WA 1. HF CI r Nr J I H4,, UV 1 F' h l 1i I W A 40' 1 11y } IA ( 1;( AI I AI i'J II Il, AV ,) If ' Ili I ANF : ,`E CINNI - ( B(". IN '.AE I, 1 INN Uh, H0. i i! F T R I 4¢ /d V VMdS'HEW INT, r VF r' y iliJ4 TPAL lT ATCP, lr iE V'F 4A. H. t fl I(N !) WLT 1141 -A,"AWAS L. EN 1Jfl IN A -,-Al . f .'N"1 - A5 N( - r, - r '.N ',JA(D 4 B R , F A If AF EA TWI' FAlI A MI tN El 'FI 13 II:IN 1 AL F L ,NC'" A L NL L AH :'! A L NIJF J (4 F'PNI ` )'T!..N TFAth MA' .,{. H'D AN II:JE. I,J.�rFIN I FTn /, S ONL VAL'C, �(Jr W ill- .P(..1 I. " L, 1 SECTION A.A , ,,AIIH ,,,, AI 1/ T; _ ,, "'I'L ... , (,;"" P ....EN.. . 9 ''. I i = 0 44167 R' • * - * / SI"Eof "� / IL ECOIMD J .. 7,LLii f� QTI M6,M�a 1H0 CO r� !'JFIOA N... ., ,w ... Pis = F - - 't ». f I.- n+f •u•n. .___ .onc. ,InrnuD'iD0 ,MLn ENGINEERING EXPRESS Is PRODUCT EVALUATION REPORT September 15. 2020 Application Number 17069. T - R2 EX Project Number 20,31543 Product Manufacturer All American Shtdlem and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name & Description 249a Galvanized Steel Storm Panels Large Mtwle Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida B1d cling Commission) Rule Chaplet 81G20-3 005. FAC for statewide acceptance per Method 1(d) The q oduci noted above has been tested and/ol evaluated as sumnadzeherein to show compliance with The BuNAIrig Code Seventh Edition (2020) and 15. 1a 1e purpose intended. et least equivalent to that required by Code I in Re-evaluation of this product shall be required following pertinent Florida Building Coda modifications or revisions Substantiating Data: • P RODUCTEVALUATION DOCUMENTS EX drowbng $20-31943 tltled'24ga Galvanized Steel Storm Panels (HVHZ & Non HVHZ) sheots 15 prepared by Engineering Express, signed & seated by Frank Bannardo. P E Ts an Integral part of this Evaluation Report. • IEj[ST REPORTIES REPORTQ Uniform c I r n tested maccordance th TAS 0 test standards r test Un scan structure performance bee been es ad Wit 2 2 IMi re '-17 1 kw r Inc A s aBT•AS(7 -00 Blac ale Testing Po () M 1g Large missile Impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 last standards per test BTport(sl EST ASG 17 001 by Blackwalar Testing. Inc. • STRUC AL ENGtNEEPoNO CALCULATIONS TU8 Sfructllral engineering cakulatlorla have been prepared which evaluate the product based rin comparatwe and/or rational analyters to quietly the following design omens 1. Maximum Allowable Spans 2 Minimum Afiowable Sports 3 Minimum Glass Soprushon 4 Anchor Spsang 160 SW 12" AVENUf SUITE 106, DEENrilto BEACH, FLORIDA 33442 (9541 354.0660 1 (866) 396 9999 TEAMIIAENGt,lkt Ri N GE a PREss.( ON EP INEe A INGFR 0.FSS ,oM 24 GAGE GALVANIZED STEEL STORM PANEL •,w;4,,, .ORAL PROTECTION PRODUCTS, I.I.C. """W"' ea . 1k . I' wit LEAD 31.1 1 eeN . 20- 1 75 -I- - mu..,: ,n M. _ __..- 6Pr" DT IR 1'auc'_ Of All Amenran Shuders and Gl'as% - 24ga (ial%ani7ed Sleet Sturm Panels No 33% Increase in allowable stress has been used In the design of this product Separation from glazing Is not required tot installations outside of wind zone 4 and assa lbal fatuities Impact Resistance: Large Impact Resistance ties been demonstrated as evidenced In previously listed teal roporl(s). and f; accounted lot In the engineering design of this product Wind toad Resistance This product has been designed to resist wind bads as indlcaled in the span schedules) on the respective Product Evaluation Document 0 e engineering drawing). Installation This product shall be installed in Elect compliance with its respoctNe Product Evaluation Document (I o engineering distilling) along with all components noted therein Product components shall be of the material specified In that products respective Product Evaluation Document 11 a engineering drawing). Limitations & Conditions of Use: Use of this product shall be in atnct accordance with file respective Product Evaluation Document it a engineering drawing) as noted herein All supporting host structures shell be designed Ili resist all superimposed loads and shall be of a malenal listed in this product's respective anchor schedule. Host structure conditions which are not accounted tot In this product's respective anchor schedule shall be designed for on a silo specific basis by a registered professional engineer Allcomponents whi h are permanently hinstalled shall be protected against ainsl conoslon contamination anon and other such damage at all Omes. This product has been designed for use within and outside the High Velocity Humcane Zone (HVHZ) Respel:lfulh. 1. . --_ ', -" s ,IP.W "";o`. Plartk liennardo. 1'L ENGINEERING EXPRESs"I 41T.014n54H I Gen Audi vXX4 160 SW 12'' A'. F. N OF SUi Tr 106, BEEP Pit tD BEACH, FLOP To 3i442 (954) 354 0660 1 (866) 396-9999 TIAMIDZENGINFIRINGEXPPESS.C']M FNGTNEEAINGE,,PRESS.COM D A,.,_LLL­­'If , .,,,, _, ,, ,I _ 1-1 .1E., Ta.t I_ 11 I _� I 7- , Tel N'A ;,-11�11 k. N-NiirYtlN . rr rArA+ - (... T,n , ,.__ , gR' 4111.11 . 111. ." N In 0 4N�a�L a Ba11.U■zmZ -` 3 <ll t. O _ N - tepee 9 2 U� u t1.IL,51C..rA 3 7 e E w w . u V N .Ill .. t�- ,.1-r'• 3n Q LI-I--, n , i L) N _L , II 0 `T u.es` Ell EJQj % T J a E n,[ l.Daa' V a uv i'.N' k T 1 .•Ar_ H r - / O r y /J F `' t= pi» � L"AP L 3 �:i Y .% T +i P4m. n D , N : ,r`Qj vA �ICF - � I. $ d vat •C h-'. �` - `-- ' K 1rY 1. .. rr... rr'., IA r =,1 Ili Y1 n r,fc K ��I `: :r r_ z/17 inn• I_- I 11;` "I Rd It F T Ax/1CRL'-.'n00R NOUM=Iu[- ...Ili J Q a . y 4 [C_ V 4 •- Y - W��- w `LD' RSJsI Sryz ' L .. _Y a t;i1 41 1 f i U = � j < .11 &WALL Mahn) oral ' " — r I {l3 s ,'� c VVM :; N 7 r . -1 I - a rN : ,-_ nM1 M 111.11 v H,\ .1-Ya .F . w - IliID�a .t R a rT 1. CJJL k I H 1. IK r H. �i. 1-tlla __ ni., nru. ' . r, III.//// -1 tits L� , 1 n [_ -jam'--�� w31 . .,'.y'..U. J' ' C� n 1AT111f i' ) NHrt. MI 1 N 44 ,I1t, 11 hi 1• N1lJ 11,x. M.XINI b L MIN L , y ;^.E t,n.-. - , r, T L D5 L [ ,I k ,n is E, , , ,-x rr / I /1 CIDIKIMPL IOD/e0T1ON _. _.___..._.._ (F Cl,]Sl,0.E p_Lg1L' ;, DOR4rr[lRElwlYNRDPt 20-31543 C�J INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL `i IZIN POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES �__ ___--_____ 1 [[MISTING POURED C0 ecaE7E OR I 1 4'0 TAPCON CONCRETE tlIDLN _ I ANCHOR O 12' O.C. ,_%i RLOUINEL' 1 Al�-") _ _ _._.. i T 1 �`� I/.'. IAPfON 7. #1A." HEX HEAD TEN WOOD HEAD AT i i I - 1-- t4r1` HCx HEM TEk IiGREW00 ANC NOR 1 17' OC �f EDC,w� ,1/.' FRO. 1� 11 REOLAREU I L �/." FRO. pf_�,]� ''CY ECxr v .t i ,ll tAi - 1,9,i I i D :�- ED 2' 1' , I 1/2- 4 S/.'t ivl.l' YI 1 1 5. inL . I II eS Eu15 .ii9 E 4, 9 R (I4 '/•• °C 11 1 1 M (A GMs II , 1%7" II 1" M:n 1 rI/-01 R I I' 1 /Y I r 11-SIPAPATEON i !/r8'P LXISI KI 11 TO CASS I 1 R 1' 4.r. rXIS'1" SLPARATION - , I )/la'. U "h ALUMINUM P01' {1 aNEt c ass TD uass i ALUM UM nD YHVII I i f I 1' II _ -.. a 1/.-. a I' J, ' I 6 0^ n 11- ; 6-0- 3 %x . - I I 4A% G '� � ♦ ,/4^.-car• U _ I IAA% e 11 j i I PANFI ,ENCTH Si Pam • 1 I I PANEL ICNCTM r l i F 1.11 f EF I F1 J,; 0-SEPAMT,pi-� 1 i/4'.-20•T' i-_.. It t0 CLASS 1 1 M SLCARAnON I �,' THUMBSCREWEOE 'L R 1 1 \_ so% R TO CLASS I CIE N 1 /4'.-20,2' DF %- -HIMRSCRCW 0 11 11 I 1 4 , I I 1 ' . -- '---- _ 1 _1-- 't/r ED 1 I - IN.. 1/2 EI _ -._..._ rr "- r 7 i 1'4'e TAPC(Nl ANCHOR /'' , -. I , O 12' (I /4. rAPt()N ((J�GIS}INf. POURED ill 1 - ^14' wAOD ANCHOFE O 17 0 C CDNCREIE OR I •, • EQU CONCRETE OLOC. 1 REQUIRED RECAPPED WALL MOUNTING $=ON E11 WALL MOUNTING ALTERNATIVE EZ 1 W SCALE 3/8=1" SCALE 3/8sl" NOTES• • MIN, PANEL LENG1 I INSTALLATION ARE. ONLY VALID 'OF MAX. A.S O DCSIGN SHALL BE 2 -6" PRESSURE RATING ♦/- 40.0 p s I AND 6'-0 MAX PANEL LENGTH 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SODTHFMN PINE ND 2. W/ SPECIFIC DENSITY OF U 55 OR EQUAL, 0Sqi. NHHNNAF ,Aa1EwA. r!c�qV5 -*. \CENS,r '-. 9 rl nglna, GLIB nitJG rnnr twin YInU v.tr ! , Al.­­­n7n l l = , o. 441 = ,=. 111Tw. M- A = * = 24 GAGE GALVANIZED STEEL STORM PANELj M,a,,, •, TV: •t� 11,', STATE OI,jL: -•f- -, / L E C O IRE GLOBAL PROTECTION PRODUCTS. LLC. °'/'1',/'070 1-11A ,C' 1 ^ fi'"2I"Z, ^ ^W r :151. Aft INIM6 6 (NOIW[111�AC0.✓ANv ,S/� F� •`•; ••"'• -.A+, +]D 1Ye11 .r ., , M 1 ) ANA A ru (A>•,A.x • 20- 1 Is F O16 " IL '_.11" 1.- ___! Vw -.-_ Ill,nr%d1 `N"'A6're,', '.,J , _ ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-114II WIDTH UNLIMITES, (FERR TO PANEL SPAN) FAX' MOUNT (CONN TYP. TYP E AS U) RE4 SELTIONS f BOLTS I l WA SNTCH BOLTS WITH WASH FRED WINGNUTS FASTENED V 1XIERIAI5 O MIDSPAN (USE 1y � - APPROPRIATE SPAN TABLE) W,a w y O PLAIN VIEW f q g I 7-RD 156, NI SEN! �7 Y 'i \ 1 OM 4\, BOTTMC.1NII ( I r.ICCNIN, REQ'D) M.J91` MAY BE ACTT' O 37r,. 1 TYPICAL VERTICAL MOUNTL ELEVATION 1 N T E� ELEVATION TOP MCOr Y1 ICONN TVPE L AB �. REQ,D)(SCAN ABfWE y�- PIUCTION ) BOTTOM OUN1 ® Pr a i2 (CONN TY AS.", L -1, _ s � -OB CAITCA I JO AI MAY VAR( �L i LDC ICW ) a ( 2 v�4 IN a > Ol As RE, L IM -M TDr' MrANT 1Ti LCONN TYPE 00'rr,7M MOUNT (CCM_ 1'MM TYPE AS REH'D) (SPAN BELOW OBSTRUCTION) PANELS MAY 13E NCJTCHED PS REL2ULRE0, OPTIONAL W -10 ST11 CH PRCIVI DEO THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS 00.E USED wH1CH SATISFY WINGNJTS FASTENED Q SPANS ABOVE 6 BELDYV p85TRUC11(NJ. OVERLAPS O MIDSPAN CUSP APPROPRIATE SPANTABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS llalaa1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: .A AU(" PANELS G F ,ICM AN l"N M","',"I'll ill"­ SE HI" ry M At LAW,. W II• 1r .71 14 W JI N 6 ISNrN A i 1!I1, ,44AIA1 M U i Ili WX+N �. I A H - Al.,, W till an'1 ALI -N LI " l In ru t - Arr NS 1 A N rNI .N nP x t bMl F I P SPAN 1 r M•I 1 IMPN :IJ' APnVt ,x AnE N�IAN _ r ABUVC I:NAUC Y0 f T-U.I n, U0 Art It." ! 1,. 1 I I I1 l 'n 1),' n _ ;...... 1 1411 1ID II , j 1 R ,rr 16,,, 45 101''I, FIN II J1-„ WO r, I. I.11l 6Ufiln , I61 L *1' NR rr 14 r F,I , W ,I / H n C 1 nr / 11 - 6- i 1' n Y0 n l7._..-� _ _IA 111 .. -- .1 U." >NAN t)(_NtUULt NU I t5: 1 ENTER SPAN SCHEDULES WITH NEGATIVE OESPIN LOAD to PANEL FASTENER SPACING TO DETERMINE MP M ALL)4&E STORM PAN Fl SPAN X4 EDULF IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN UN EQUAL TO NEGATIVE DVAGH LOADS ' "PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING 7TR USIONS i`F• TRAtk 51VEi0ED ANGLEk'IC.I IJSE 6 75" Or PANEL FASTENER SPACING TABLE WALLIES TOP ALL-H" AND U' HEAOEPSONCULDINGBURDOU7 G ONDiTIONS s LNJEAH IN1ERPp1AT10N BETWEEN LOADS IS A CEPTAf)LE. OTHERWISE V"+F NF:%I HII.HJF."H IOAn I ,; 1, r r LOAD T _. r1 1 ENTER . PAN SC SEPARATION POSITIVE O U ,N lU D D 0FTEC INE MINIMUM ALLOWABLE SEPARATION (ION FROM TILE OPENING TO BE PPOTEC TEO P P FOP WITH POSITIVE ONLY 1 SCHED lF I$ F I EU V WI PO.. T( E LOADS O L U O USE 7u i IrITEPP(RAT(Ofi BETWEEN tOAC1S IS AI TEPT 4al.F ONEFRW15f USE NF%T H1,iHEF I LOAD . P5Ih .tALLA1IONS OUT UE OF THE HVHAAND OLT I OF FSFNIIAL ACi FACILITIES IN WIND THROUGH 3 lNFGLASS SEPARATION SCHEDULE IS NOT 11 Sl:EO AND ND "1111MUM SEPARAL11N1 FROM THE P 'IT,,,,..1,11 11 IS REQUIRED _ "",H." FKA.AINVII DO r w = - �^ MAXIMUM ALLOWABLE ._ `"I DESIGN PRESSURES: - {{ r"" " ° ' I J" !r,! 11151 I".",. _ AS NOTED IN DESIG ' DESIGN NOTES: SCHF7�ULE5 we POSITIVE AND NEGATIVE DESIGN PRF_tSURES CALCULATED USE WITHDETERMINED PER W n _ g SEEPARATE NMRENGTEM IN ACCORDANCE T ryry pp pp FRA�Db S 0.MNINED�NACCO�ANCE VlIYH ASCMEE 7tFNU CTJAPI ER N_ e lipi ® ' '� 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN W Z [ 4 L} OA EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRIES URE r1PACT, VALUES LISTED HEREIN FOR ANY P> _ < Ul ASSEMBLY AS SHOWN E Ill GENERAL NOTES: f� � 3 u J. TTR6 SPECIPIA: ATION HA? ACCORDANCE WITH THE FtWQUUII WVS.TM EDITION ((20]0) cID t TM 201. 202 ANU iU) TEST MR, AND CONFORM To ALL LOCAL a .MY DESIGN CK eERTA EEYO SNAIL BE FABRICATED IN RIDA BUILDING CODE it.. OF TMt 4-2 It. OR SHALL INVESTIGATE )"ENT$ WHICH MAY N NAY REQUIRE R " O W 'O c HAS BEEN USEU IN THE (LA J ^� E PPOIECT (D O SHALL BE RESPONSIBLE TO THLE DESI'W WHICH 0 .-7 ACTOR. "-PtEqq E.Lrl Z is SHALL B[ SPANS 4 PA CALCULATIONS AS 'T Q D GOES NOT P ROVIDE Imona DTFFrau1T FROM w � � al ., 9 s TM N A D _ E COWCTSHNLOR DETAILED HEREIN, LELENSEUIIMI_ E ER Use IN STERE E{ CONJU AL-TSH ALL PREPARE SSTE 5DECINC OOCUME NIj FOR USE fly ,g IJ CONJU NLTAM WITH THIS DOCUMENT = Z p 1[' .. DESIGN PRESSURES NOTED BEFULN.ARE BASED ON MAXIMUM TESTED 8 PRE95UREp5 DIV�1�f7ED aY P ].5 SAT IV fACTOR� �L•g G` O FHEM IYISF BRAST�ENSEgS SMAyL16E RADRIMiAUn PSA EED oAItO UiH¢RWIBEIJORo 4 jR CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WTTh "9PECIFICATION5 ? J•+• FOR AWNINUM STAUCTURES'SECTION I.] By THE ALUMINUM MSOC1ATION, V} INC., B ANY APPLICABLE FEDERAL, STATE, ANDIOR LOCAL CODES. a ALL STORM PANELS SMALL 8E 24GA STtK k.o O1." ��'`'']] . STORM PANELS SMALL CONFORM TD ASTM M57 TRU-URRL IIALITY EL s e rII G ALUMINGALVM EA O ONGWITH MINIMUM -46N 1. W ]D. AtLOTEDOTM EXTRV610NS HALL 866062-T6 ALUMINUM ALLOY. X Ili r a N SO 70M B Y15F ,Q I t TpP. eDICTA IAILS SM SHOWN MAY BE INTERCHANGED AS F1PL0 HORIZON A DICTATE PANELS MAY DE MOUNTED VEPTTCALLY LYi J HORIZONTALLY AJRP00PBLE. ZI 12 cd'C TEANCHETE ONLY. IN I DNA n eAR C T RE HEREIN LL E EM D O 0 MANUeh-TURD CONCRETE ONLY. INSTALL ALL RONL'RETF A.CHO0.E PER PrANVF,it COEq'6 RECOMMENDATIONS. I fH- PV TO TE ! .TA E CONTRACT00.3S RF9 t15IBLE 1M.°ULA OR ROTE( Ll LM 14. MEMBERS FROM DEAL AFFAR MATHUAO TO PREVENT ELECTURAL DE a SI SHOWN N . U ALA HIS P HERETO VALIDATES STRUCTURAL al. AS ENGINEER SE ;N N ONLY. H SPECIFICATION N Y .IF ( P, COST Al. OW 0 USE a IS 5 K[nC IO B ft RA TO f yy 6 1MCirUCLING56SAVES HARMLESSTHIS EG R RESULTING ALL COSTAIA. a!5 6 < FABRI FABRICATION, LEGAL FEES RAPPELLATE TEES RUCTION P FROM EIi RVAL I "M ICI 1$ C 9Y 7EVIMR ER LOCAO , 6 ATE. & FEDERAL. CODES 5 F BEYONO THAT .E EVI , IS.501 O MR BY LOCAL. 5TATE, 6 R[D[RAL COOLS 6 FROM 1E II I� DEVIATIDEI9 OF TMJS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, ND ADDTOIIAL N i 36 FICATID.SOP AFFLlMA S O ARE POINAIDED C 7r1� ]R AT epeRmi-tin AODTTIDN80ROTMai MARN1NG9TD tM15 L%XNMENT 9 ARE (JOT ,E SH LL E P REVALIDATE LABELED ED WIDTA IMN EE p7. PANELS SHALLBE PEAIPJIN NTH LABELED WITH A INFORMATION MINIMUM OF (I) LABEL E y ER F. VON Y ] q FEET CONTA]NENG THE FOLLDIVING 1N mRMAT10N'. e WEST ' LM BE SH , F ERG AIID GlA9N D H Wfr31 I•ALM BEACH, FL TAS 201, TAS 2D2 B. TAS Ze3 RPAN N.00 FIAPIDA Pltoo Cr APPROVAL NUMBER, / 20-31543 VISIT 15-CALC.I0131643�•' W'M F,:F-7r:FI:E_A'.'a 1-1 ": "I,A-x tl .."taw,Lwa. AE.rtrRn 4 rerxlPce. LLLJJJ F ,w•.I4_I'll, r: r. EM9 u,I A,`,J 1.1 T MINIMUM ALLOWABLE SPAN SCHEDULE ^,:a TOP MOUNT } I$, 'g7 PI yy ,+,a p 12 'A yE � :• a � $j j S N' � b f4 I �"� q ,; D C s, •H`..114•' ( '' 2 TS 2Y. O O _J 2 . IY - 'lY .W 19nWn,A'D' IMMsr 0' 0' 0 23' 24' 1S t? 7 d M6 V' H.f.tr 0' 0' O 73 21" %S 2" 2.' L 71 ?7 - J p L56311,]ArL3q H,II'bW F I.eN 2r J 23" � 2P 1 _ F W 3 W 11 AT A' W AB S7 `0' IF 4 Aa xr SY i i Q T A n- S.xf w Ah M "�1_ 1 s 2 7 - ]J i so• 2 r s: 4T 5R 1 sd K� All' s 4 sir 4!r ?t _ SO` ss' Sn M ww rPn • . A" V .e" Y.Y 'a u N A4l 0 V O' 7 74 25 ]T 2 ! � � - 'C MJ1b 1' RN %A 24 .'a 'Cl'4B" 50- _ 79 AQ A All xY 57" O A A , STA. J Marty „i' 23- T I I W 9 - i SIT t ck Yr 2tr lY I'll ill & l.. P I f f_. rL r P N r (i ••-,F T M f t IL f 0 Al--- cis e Z L - k .r..,. ,w, r ,.k-ALI ...Inn, rrrr ,_. ,,. ".rt. wr„A .. NIN-- Q r (OPTIONAL INTERIOR FASTENING DETAIL L N.T S. to z 1tLL�J W > _ Lin gz> gO 0 1 L"�Y- z_ - Old � R Algl w =' 1.ADAARM - ' avrw-Y wl [.4 a J Q JIN ..Y ea,l R ', f•.1 w r L 191A%�-1%E D E I ti ` _ 1 IIT6ifgI! ,er„ rY u(i I i�l A1�I r i� , I � T �k 11 .n ,� 1­11 33 u x (3rMprr,AW1laINA,r - "''T 20-31543 /10PTIONAL EGRESS PANEL DETAIL _ ��ll INTERIOR FASTENING -4-0 CD Q) C_ to CU (1) -4•-+ U -a O _0 (1) Q- O O_ C Ca -0 0_ .cy) U /� � 7 ��/', -0 0 CV 0^' 2 O = W C Q O -2 � I_ c j .cn Ln N L_O 2a •-- 4-all, Call, -0. a- vJ Q W ;a,L► "Ill,O tOy VOL� C =_•5 CCt>CV ,M>c !2 M C y - tCO t yQ r c`Yp. �F- a� d 'y E S -Q C O C,. -• ""> =- U y a) r W Go i i C O w co T, 4 Ml� 7 " . E O 2. U O I Z I mi resod.ORrq DEN.nPmOl9; I' 2 250" 009." -ir-0 0600,E 2 25o" I y l'P"P „I �_41 20 094" 0,"" pD 0011 z a '� 1' P 1eA"`c.- r-0 625" 0,094"� 'J�� l29" G'.b94" F = g S _L , o N V- 811 ;; �_� D��" o'R a �A _6 - Tm .094" ° 1.12(Y' .D94 � AL M, U.0 4" ilj4.� -0 09s2" L_.2 1 ry, Lei 1 930" 1,930" i Ii0,D62" Tl i L 375^J LDWI-- E2" 11� 1� rOTYPS42.D00" I• .le-1 ..U5 -I ,a, F i GOD" - 2 0 .- l3+I " Z50" -.I "N-Z2.000 gg -I 1A2U E ,'RI IE AN 1 J-PHI Cl RT 180" ,-, cLL 6T CA1 1E �.7 21" "N" ER Oj .'J�L'11EdP1r8_ R�°4Xr�.Du'-V-'+S'C'4tE. 'l- vim' y�'SSi�N✓�L r ff ',� I 3 3B0' MAX -.31 O.i76' 0.3131, n 376" ._ -4. 7 ;." I . N 1.5L 1.560^I- �LS6o" 1, 510' 0.365" _p4 ~� , 1I' -y � I-'{� 5 �'I �f1�J p �17.500" PANEL MVERAGF� �I 0.179"-1 655" Q.19p• � Ir0.6�5 01 IyD"^pF f r i;1 .. -" 0I'll 100)' Ro��" ti n i ---14.875`PANEL LENGTH L��IIII1I44Lppp..,,alafTT v1J-I LE(, r0,545" 0.5'4,SSP'. 0�250" ,IL'O.", t $1 O]A" PAlal �� 71 'P U ll �� i AECTI4N 3- '. 1 2 1 1- 0090` r 0 riBS" I 50" -�- i-JI_0090" A-11.004:�0""'�-xlv.v. I, 10,21<. �1E5 07t0" R013S_ 30Y U1 TYO 7VP 0.700" T F. 0.090" 0,997" o-aT r ON " QT' A2+aL� -mil �p " oW,�o w. , .EYHOIr ',AMR r D.1 1 ',U r . DLa6 MN L,r �� nM, TIIA 7q( r1-3.000" L0.125' PNITFD 2 O ,rVTE1_r :' t:L:S I . , L i ,u "f' ANGLE - IRACN (EXI£NOED1 S F p 1 ROD" --- '"'V:ru-"chi-= J;[ ,a�CnICP OVERLAP til i:T^..�.['J t7$r .. A" MA%, /`N CfIN1Ek LLUSUNE DETNL 1_/ ��25" MA%. -- 3 ^r f MAX ,'� \J 4.� 25" MP 1J room,._ T;ti:.nY•Hr.l:..r W Nn.. Cie / T BJI -IX LDP- aQ R DI. RNC 'T E rAlAWJIINI J,w rxr , , I IT till �A_ 5 ,1 n -ID0" `tJ 1. -1" A t`� ,, a .IL.. \r,,, .. .s-� I.a EMBEO ( 1.0-Z I_. re. ;.a_zt r.r:ee, '"r.r, ' e OVERLAP A s AT % _._____._. __._ _-,S" _ /� ///�,\00 /j II T , MLN 1 ,1 -u E0118 / 500' r "At I ` 4" MA%. MIN o5n i x-iL a CD N RCL. A.F MAIL .:Ya J.H,. , 4EMBED "r Q /\TRAD MDUIIi f. LOSURE DF.TAII „.rA ','T ,r Ili apC� �- HT6 1�lrAi BIIII. ANCHOR SPACING SCHEDULE: 24 GAUGE PANEL_.. PANEL FASTENERS ® 12 5" O C ® ®��' i� Ei33Em9mi®nimES�EIm m® ®t»E3eiQI4�®IME£S ®�®®ff® 0 ®QE�EZ:S®EOI>oIEY® tI�E3Y fmm E7�1111unlE♦mali�L� tEk IEW� •' I1nN111 ' . E�91 :E111BII�SIIEFI�Ei�YQI➢I�E�31111 . • ElTY2 IEIKIIIIEM [>11,111111 ®M®E® 1111111111 En E�91m r lmtt?��' ry1��®a Ili®' ® ES9a[i'IIJt nMM sm ® • EEM in ROMME IMUM o®EEEIloommm F MM"il�I 1 - ,- [4i>v®[�t[� M EMMEM ®I�®EFR�ti3�FtEf➢FS3t�R�91EtEI®tt�E!!� �. r11 f< ' // EIf�FI£E�r Ems® ,. i-• . VAN® MEN 0XIIIIN11111Eaiiam M EIE�ESI�E,11 E E!'f�� I 1�� ' , m1WIllom Mo ® N _ ®® � ECM®L3IilE� E E I 214" PENCE blITAPiCP - jn NAa Ir[naa 4aeaaR PROWitt [ PV '.rnH III• Io - vAw ER I,1 v n' •7.H IIv JI ' „r COaa TYP! Q C3 C. Q COMM TIT[ CI LL Cf �1 CONK Tyr! rl C2 f3 C4 1P+" F 2' EFAMID )3 A .11 FN 41 46 F}- •WN�� 51 7Z 12.5 360 360 !09" 11S 16 a' l60 ],5' 12 S 16.0"160 67' EIS 16016.0 it 1S 16..",Sol D 12 T' 1.a-]. L' AO' 125 150' 1.U' 7.5' 32S' 16,0' 14.7 6JI` 12. 5' 16.0-1A.7' 60" its` lI, 3A.0 LAID J.O 1 F IFT 6R` 1 Al 14.0 ..0 L4,i P.0 - 147 .D 12. 5' 1T5- D 1.T' b❑ 16 ]41 b D a a_ I'"""r ]] IMUGD 9.rte4 41 onnw= 4B 11 71 ia`�av4•(MR(n 11 tAYt;RU'C,AS. 41. .1, 4e T 51 7' L- 16A 1 6U 101" l2 C 1 b0 ll1 70- 12. S' fi0 10e' e 1 -1' 125' 160 141 91' 1 5 160' S 97 6 13 0 7' 6• 1 5. l 2 5 L]5" L2 5 1± SN.O 1 0' I 150`11] 5 9 6 ) 0 Lilo 16.0" 7.0' 64' 5. 6' 1 s 2. I33' 11 1i 11,5 16 0" 160' 16 0 1so• - 1so 160T s 6 S 6' .. )6" 9 6 5 6" u,5 R]' 91 91' 0 L 12 5 li4 %' 1T : 1is 125 125 - 15A" 9.a"5 6 ]00^ P6^ )R" .0 • A" 5." y1e 9 15D"iDz AMID" 9.2" 16.0 9.1' 12 r. l2 S' 0 if 13.3' 160 11,4" LL S 125 12B 12 V 160 to S' .. 9 1 D 12%" LT S 1b,F L 6.." 12.5 12 f 16.D' 9.1" 16.0' 9 1" ]D r �"17F�E----J �]) J1 r,u �nuA.- All , 41 WuOD BULNIRC 40 53 so 12 l]. S" i6.0' 01.6. 71' 1 1 ." S.]" 1 r^ 2 13.6' S.3" 45" t2-3" 1..R / 0' 3.9 12 3' Al. 3' ..' D 23 12.4- 4.B • Y' L15 1.4_5 9' 5.�625 ]2. i tl ] d0' 625 " On" 123 4... 2 S" 4 ! S ] 4 7 U.25 12 1' 7 . 0" 1,23 12,3 4.r 4 0" .23" L.• ] . I A. D" 6..1' 1Z 1 . Y 6.2) _ f23 . ' .D" ANCHOR NOTES: I NNCHOP SCHEDULE APPLIES i A4 PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES MAXIMUMA YANCHCR SPAC1NGMAAI14 MALLOVABISPAN AND PRESSURES INDICATED IN cpgN 5QECHULE SHALL APPLY. 2 ENTER ANCHOR SCHEDULE BASED ON PPNEL FASTENER SPPCING, THE E%I STING STRUCTURE MATERIAL, a ANCHOR TYPE SELER r1Ec1GN LOAD GREATER THAN OrE EQUAL TO NEGATIVE DESIGN L ON SHUTTER AN CT SPAN TER THAN ORE AL TO SNORE SPAN.6ELE- LOAD U A SELE RIAT (Y.1 R CONNECTION TYPE BASED ON APPROPRIATE MOUNTING L17fJD11[CN (SEE MOUNTING LYE1'Alls ON SHEET 2 FOR FASTENERS" RE OF STUDS USED INARE CORLIUNCTION'WFTH ALL MOUNTING EXTRUSIONS ("F"-rRAI 5TUDDE0 ANGLE, ETC ) USE h 25' O.0 PANEL FASTENER 5PACNG TABLE VALUES FOP ALL "H' AN " ` HEADERS (INCLUDING BUTL00 CONDITIONS A D U FADE S (I t G UT ) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WnH MANUFACTURERS' RECDMMENOATI0445, 5. HOLLOW BLOCK HOST STRUCTURE SHEALL CONFORM TO ASTM C90 FLACK. 6� MINIMUMEMBEOMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7 MIW MUM EMBEDMENT E DISTANCE F,%CLUDES STUCCO, FOAM ERICN AND OTHER WALL E EN D EDG D75 LL FINRHCS WNIL FINISHES SHALL BE LIMITED TO 1/4" MAX OD SHALL tlC VERIFIED BY OTHERS 10 ADEQUATELY TRANSPER LOADS TO HOST STRUCTURE e. CONCRETE ANCHORS NOT ED HEREIN SHALL BE EMBEDDED TO uN-CRAC'IEFD CONCpETF ONLY 9I WHERE EXISTING STRUCTURE If, WOOD FRAMING, EY151ING CONDITIONS MAY VARY, FIELD VERITY THAT FAST ENERS ARE INTOADEGUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FAST -BEING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. M ANCHORS T N F F l FAA F N 10, WHERE AN JIO 5 FASTEN O ARROW FACE O 5 UD STING AS tENER SHALL BE LOCATED i lV •TUD E DISTANCE A'CEPf E F W CENTEROF NOMINAL 1' % 4' MIN, I WOODSTUD /" EDGE 15 L ABL O0. WOOD (Lr W T L F iHE0.N PINE G�0,55 O0. GREATER DENSITY, LA a SLRH SHALL HAVE HODS UDNHE B "SE V SHALL HAVE PFRLLIDS PAN HEAD OR HEX HEAD I L REMOVABLE ANCHOR$ ARE DFWALT VANELJMATE ALL -POINTS SOLI0-5ET a BRASS BVSHmr 12 MACHINE 9_REW5 SHALL HAVE 10" MINIMUM ENGAGEMENT OP THREADS INTO THE BASE A PICHOR AND MAY HAVE EITHEP A PAN HEAD, TRUSS HEAD, CA WAFER HEAD (SIDEWALk BOLT) U MO 1.3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO O0.0THEP WALL FINISHES 14. y CO DESIGNATES ANCHOR WIFFION5 WHICH ARE NOT ACCEPTABLE USEii 15 T DIREf_I MOUNTING CONDITIONS L6 LINFAR INTERPCIAT1DN 15 NOT PERMITTED KIP USE WITH THE ANCHOR 51'HEUULES L]5TED nN THIS SHEET 20-31543 I 88f a) rid' rod i l -0--O rn V / =3 CIO U) a- CL -+--# U C W O Q_ U a) 0 U) M� W W c G Z Z Z Q J a - SHEET NO. SH 1.5