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HomeMy WebLinkAbout6956-6968 Ripple Pond Lp3 L N 0 4 u7 cc 0 0 cp cy, rn O I 0 Cn C) O I N / S 0 Cr co Lo 0 I 00 J r` rn 0 I 0 0 I N / i Q N N O cd E E a o` c J L� `o U 0 UI / U O ca- Cl- 0 U J r7 N 0 cli co N 0 0 0- cV cV O CV 00 Z6 0 C) m 0 cn ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) GOFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 02-15-13 1.0 PLAN RELEASE 02-15-13 1.1 ROOF PITCH CHANGE 12-18-13 1.2 ELEVATION RE -DESIGNED 12-28-17 2.0 2017 FBC CODE UPDATE 12-04-19 2.1 REV. PER PASCO CITY COMM. 03-17-20 2.2 REV. SHEATHING NOTE DTL. 1/16 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 3.1 ENGINEERING QCR (1787) (1666) (1666) 4 - UNIT TOWNHOMES 1666-1787 TOWN H 0 M S (1787) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 1 ST FLOOR DOWEL LAYOUT PLAN 4 2ND FLOOR DOWEL LAYOUT PLAN 5 1ST FLOOR PLAN 6 2ND FLOOR PLAN 7 1ST FLOOR LAYOUT PLAN 8 2ND FLOOR LAYOUT PLAN 9 BUILDING ELEVATIONS 9.1 SIDE ELEVATIONS 9.2 ELEVATION DETAILS AND PLUMBING RIS 10 INTERIOR ELEVATIONS AND STAIR SECT 11 ROOF PLAN 11.1 ROOF PLAN 12 LOW ROOF & FRAMING PLAN 13 ROOF FRAMING PLAN 14 1ST FLOOR ELECTRICAL PLAN 1.5 2ND FLOOR ELECTRICAL PLAN 15.1 ELECTRICAL SERVICE PLAN 16 AREA SEPARATION DETAILS L1 1ST FLOOR LINTEL PLAN L2 2ND FLOOR LINTEL PLAN D1 FRAMING DETAILS D2 WALL SECTIONS/ DETAILS SN STRUCTURAL NOTES SN1 SCHEDULES/ DETAILS S31VI WALL SECTIONS/ DETAILS S41M WALL SECTIONS/ DETAILS S5 WALL SECTIONS/ DETAILS S6 WALL SECTIONS/ DETAILS ST STAIR CONSTRUCTION/ DETAILS SS WALL SECTIONS/ DETAILS N WP WATERPROOFING PA1.0-4 PRODUCT APPROVAL NUMBERS 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 debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. s CID tv ® l W ca 5- C f0 U �y M Q N N C !li 4 C'V Y 3 61 °f � 3 m L s' c ca cy o r� O C.. W 0 S L cam. m.1 Jti r _ 5 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. h w �E O � Q U O N 01 O v 2 GO ag N � C O N r 7 r� H U N 0 N rNi0v2'k" N 5 J 4 C J 52 w W JLL Z — o a Sc m c a' n .0 9 C, Z o W 0�O_jO' m w Z N N Z Q J LLW OU0co Z 2 N M o g N a QC:. o J d. Ln W N 2! CM t� o +� C C6 C, 0 w o N V) UM U C w � E map f U o ti � J w oJ ;E E - Q= Zo Co I— C X U o¢ UO U o< CDE Nwoo ri p ¢ a Z L ZZ3 M o m 0 ° , z � J � Nz C� a > oMa0 z Sol U �n �w k az =3 601 o w� >° V co oza a 03 > CO m a 0 /O� L J 00Q C) O 1 r 0- 00 L0 U LC) _O m _Q +4-d-+ N ~ N LO C:) rn O c0 N r O M 1,1') oo t j Ln Ea E (0 00 = o Z Z E d- (n m m a_ E •1 a U Q p c c � JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 3 L O' cn 0 Q 0 I 0 J r� w O I 0 O I N 0 N 0 O Q rn 7L 0 I 0 J r� O O 0 ry Cn rn 0 N N / N c i tU- Q N O 0 o_ E 04 0 0 C J N t� 0 U O UI / U .0 0 / .o 0 U J Li N 0 ao 4i 0 0 15 CV cV co c 0 cm L Ln m 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 BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F1.0 1'-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 , 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-01, 3 #5 E.W. BOT. 11000 F3.0 3'-0" x 3'-0" 1'-01, 4 #5 E.W. BOT. 15600 F3.5 3'-6" x T-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. FOUNDATION LEGEND L I INDICATES SINGLE -STORY WALL FOUNDATION INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. CONTROL JOINT DETAIL SCALE: 1 12'=1'V ♦ ♦•♦� r•r� sv� ♦•ro r•♦. TYP. CORNER BAR PLAN DETAIL SCALE: 1 12"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 o 5" 11 SECTION A -A n 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN M24 BOLLARD DETAIL SCALE: 3/4" = V-0" a 0 0 (;p iilg.IN gn,-n-- qu-n" ►7effel 1'-8" 1, 6'-8" 13'-4" T-8" 15'-4" -0" '-0" 15'-4" T-8" 13'-4" 6'-8" op VERIFY LOCATION4 OF A/C PAD PER SITE COMP. COMP. by VERIFY LOCATION F3.0 VI AL VERIFY LOCATION COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 D1 F2.5 D1 4" PVC CHASE OF A/C PAD PER L SITE S3M L OF A/C PAD PER SL SITE 4" PVC CHASE F2.5 I I F2.5 �;�— II o o it III II L I S3M o II II II 11 II II I J J 0 0 M M O II II II II II II I I L S3M A 01 I 11'I 41 S3M S3M 4 � 11 III 0'-0'. I I III I / III A S3M I I I GIJ I I I �o I 1 o III �J w a0 cJn II II PROVIDE 1 PROVIDE 1 II III I 4 ® ®® I = --- ---I cNN I I 1 1 I I 1 1 I I II RECESS FOR SGD: RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S SCOPE FOR WIDTH SCOPE FOR WIDTH _ I I I I I I I II III b 4" L— _--- o =N N A I PROVIDE 1 1/2" 1 1 1 4" PVC II II T I I 4" PVC II II IN PROVIDE 1 1/2" I A I RECESS FOR SGD. S3M REFER TO MASON'S I I CHASE I I I 0 'I II I I I I CHASE I I III RECESS FOR SGD. S3M REFER TO MASON'S SCOPE FOR WIDTH PW01 i D1 SINkI I 0) I I I SINK II II SCOPE FOR WIDTH 55 I I I I o 4 II T 11 0o ----------- I-----------� r I 0.-0' � �°'-°° I - - ] PWO1 C II P o I I I II — — — — — — — — — — —I -I-r----------- I I 55 I D1 - -- — — - D1 III II II o I D1 I I PW01 II 11 �I II J II D1 I II III 1 I I 5'-10" I I 14'-2" 14'-2" I I 5'-10" III I 16'-14" 16'-14,. I 16'-02�, I 1 1 3'-104" I II 11 - - I 3'-104" I I II - - 16'-02' -- - II , F7 �� I ' 11 .I f F7 ,I ❑❑--- 0 o I I I = '1i1� � CC I I III II I I o T I I SINJ _ 5'-4" I 8'-72" 11 I I 6'-02' I I GG S3M IIT II 11 I I I I II II II �. I z I III GG I I 6 -02 I S3M r0 1. INK 8 -72 I 5,_4" I r_ I I I I I I I T-10" I 1 I 10'-1" 10'-1" I I I I I I I I _III I T T-i0" 2'-1 I II I 1 I I 1 I r PROVIDE 1 5/8"x9" RECESS FOR DOO I I I I �? - - - - r GG — J I I I I - - - - �____ GG I I I PROVIDE 1 5/8"x9 RECESS FOR DOORI r/ V = -C �J 0" ____� J S3M I I 1 I I11 I I I 1 I F- I I S3M L J- 0'-0" r S S3M I V I I I W/C I I O'-0" v '111 1 I I I I I I I W/C I I 1 0'-01, I I I I I S3M SL�P'� 1 ELEV APPROX.1-1/2" BELOW F.F. - - L J r L J ELEV. APPROX. 1-1/2" BE LO F.F. ELEV. CAN BE NO MORE THAN 1-112' BELOW TOP OF EGRESS PED I I F3.0 K I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I PED SINK1-112" ELEV. CAN BE NO MORE HAN BELOW TOP OF E RESS DOOPI THRESHOLD. FIELD 2'-4" VERI L `� r' I I K I S3M iN RECESS FOR DOOR. RECESS FOR DOOR. III I N I I K I I S3M II I I N M DOOR THRESHOLD. IFIELD RIFY 2'-4" _I -C ---- — -- __ -- _ -- -- d-- E— — J _L — __ ---- J , 1 4 -4" Q I I O-4" 4"I I K (V CV 1 T-6„ 7._6" 2'_ N K 55 K D1 S3M 7'-2" S3M 9'-114' FM24 4" : : I 2._641. 2'_64' FM24 J I / 4" 2�_64. Z-64" J FM24 S3M 9'-114' FM24 K 55 S3M D1 7'-2" 01 PED SINK I o N I ( 55 ELEV. APPROX. 1-1/2" ELEV. APPROX. 1-112" 55 I PW01 1 CCN I PED SINK I BELOW F.F. BELOW F.F. D1 I D1 W/ CUT T F D1 SIM. W/ CU N I SIM. ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE AN 1-112" BELOW TOP OF THAN 1-1/2" BELOW TOP N 1 VV/C � o LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. FIELD VERIFY FIELDVERIFY LK AT BAS 'la h w W/C n. IOU-wo) I IT O `�' PW01 N o / T O O 0) I / T D1 55 D1 I w 80 c a a w I I 55 D1 SIM. W/ CUT 1 OJ col OJ � o I SIM. W/ CUT BLK AT BASE BLK AT BASE -7.. J S3M J I S3M I J S3M J S3M 1 �Effl 7/77/. = ILI L SYMMETRICA L .1 /1 U 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8' 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 3'-0" 13'-8" 13'-4" 13'-4" 13'-8" 6'-4" 6'-8" 6'-8' 6'-4" T-8" 20'-0" 20'-0" 20'-0" Ir 20'-0" V-8" (1666) (1666) N S3M 9 FOUNDATION PLAN SCALE: 1 /4" = 1'-0" na N N c CV � c C� o as -o w c r" ~ a ci C cc C CV — -� 10 � 3 � .. c CM ✓W •� T Ln C. C E O A. V ' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. UN W E 0 a C) M 0 C J w U- a J _ w Z — '.rn o_ _ @ Y o @ N CO O W 0 2O' m w 0 Z �, NCO Q J zN O U 0 U) W ❑ ❑ CD UP z N M o o Z o C ¢ Q J - cl- N In a O a/-�--�+ \ V W ° U O W p N Ly N v all _ L N U o o N � r- o c0 rr w M coz z o Z a J U- E zo oo g >q aR o. ZB H fB 2� o ¢ n0U n o E ra �o Q az � L Q O J m td cy =N U o °, Z z J m < Q W � z to .1 o¢ Z go oms o. 5 a �w U wLL o CD O ¢ r > d F UU d oz ¢ 2 c N > T i N rn fU O Co 00 f` C) O Q , r c 0- 00 0 ^ LY m Q < ~ O rn C) CN M Liz 00 w (D 00 C Ob o Z N z to ' E C:-0�2 m a E 6 U -1 Q p c 0 JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. 2 3 -a a) `o rn 0 ¢ Lo 0 I 4- cl r` O O CD O I CV / S 0 Cr O .a ¢ LC) O I 0 J i` CO Q) O Cn O ry Cn O I CV F=- cN 0 / N O E E S 0 C J N r7 U C O UI U U O a / 0 U N r7 N O CV \ ao N cm d CV N O CV t� 00 0 r7 co m o (1787) (1666) (1666) (1787) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 1 ST FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = V-0" N cc N +� .�+ G =-CCm>e 4- b- N C, C, 67 d ;u. cc 1 cc 'Cu u �co c cc o O- U O s� r Imo' C) c` �';.i • `�, �,4 ��-.• •�• C.'+' W.. tip 7 40�F�E 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. to W E C) M Q U (04 N O ® ] co N cn 0)rn�r-L ° . Q Qj coNR # L C J Cau- 555 p. _ Lu Z mC, o L W C, Y O Q: 'ca N cD W U5 cP ) m � NZ a � M IL N J F- 3 o 3 z M O O o � o Q a — M V^)1 ,o,nn o W V O 4-1 C� W � ® 0 U � 0 w o 4106 w z �IIi C ro 0 N m e CDw C13 J M O Z U- ce E E O zo oo w >� aR z© FN XO o¢ �O 0< C:)E N wz < Z. ¢ az J .m rd„a% L (� Cn C p Y N O 0, Cl)J m < Q W z z N fl ~°o< g� d nw U w ao _r - � (Dr- (7 C:)w ¢ oz ° CO d" za ti 0�3 C •2 T rn >(r) m c0 Q 0 f— N O LO �_ L J cj- Co 00 r =; p o Q 1 r d 00 Y LC) m _Q N ~ LO Co O 0) .Q (0'^ N M^ �1 i LO Ls J �/'� CO OO _ w o z cc Z N = (n f0 CU d U J Q Q C J JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 3 SYMMETRICAL SYMMETRICAL (1787) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 2ND FLOOR DOWEL LAYOUT PLAN I SCALE: 1/4" = 1r-0" e.r N -a •o I-- > t� o N C d 19 O i .¢'a- N G, Q Y NBg >..O a C io ►' - C E '.. �y U O OBtlliil�d�f,�/. CN lag C° F�d To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a v E 0 6 //♦♦ 0 N W /V a N _ 00 7 u7O Cn 0 Q U)rrT? J N O 2 LL Nco V 5 J C J SZ LL W M � oan f� Z _ - a m c 6 Y o � 5 C @NCO W Z I IL -�OjO m w L NZ Q J Z N O U 0 co W ❑ El z N 0 00 z N 93 1 z o a U) N M z 0 Q) 0 4-J (� C-/� w C) m U Og N w ooUM � '9 c.i c LU U o tv U) Y ¢ N 0 I� CD � w M M wa o z z � J w Q E E z o o0 z >N Qry z® a n cu C XU ❑O ❑ _ E O C a p OQ a z N N w O. ¢pZ s_ rQ Y m0 O LL Z _ J U h F > Z 'z rn N C�� Q Oa z Z g0 Q mw U w2 ao oz �� xF �O CO u < r o a V fl¢ U 3 >M rn m Q 0 ~ N O Ln 00 r Q C Q 1 T 1 � >)O LL M v\/ C o u cCL C:)T m Q I--- Ln LO � O (.0 CV O d- Q �} 0*) \ T- m E 1 1 _ 00 _v (O 00 0 z r6 z � E N N r0 N E U a N a C C CD a Q p JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 4 I m 3 0 V O Ln I ti- 00 J l 0 0 I 0 O 0 I N / 0 cnn C, 0 a Lo 7L 0 I J r` 0 rn 0 0 CD 0 1 N N 0 cn� i C, 3- Q N 0 0 a E a� E 0 J / LZ U 0 0 UI / 0 i 0 U cV N O 00 0 0 a_ N N 0 u7 00 0 77 0E m 0 80'-01140 INSULATION REQUIREMENTS WALL LEGEND 40 1*8'-8" TOP OF MASONRY WALL 01 201-011 201-0" 201-011 201-011 LOCATION R-VALUE / TYPE (GARAGE) EXT CONIC WALL R-4.1 HIGH PERM g'-4" TOP OF MASONRY WALL 6'-8" 13'-4" 3'-8" 15'-4" -0" '-0" 15'-4" 3'-8" 13'-4" 6' 8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 1'-4" 5'-4" 0. 3'-4" 10'-0" 111# 3'-4" 5'-4' 1'-4" EXT FRAME 2 x 6 R-19 KRAFT FACED 18'-8" TOP OF MASONRY WALL �,P __ __ SY ME RI AL _ __ R-30 BLOWN -IN RE R EATYPR CONDITIONED CEILING 18'-8" TOP OF MASONRY WALL - 55 COMP. COMP. - -" '�' COMP. COMP. 55 ,r (INSTALL BAFFELS AT EAVE) �� II D1 �� II II �� D1 II �� GARAGE SEPARATION R-11/R-13 KRAFT FACED 2ND FLOOR ONLY. NO FIRST O FLOOR BELOW. / II 2 39"x59' SH _ _ _ / II II (2) 39"x59" SH _ II 1 - �) -- - I r I I I _____ _ _ I -, y _ -A -2HOUR FIRE RATED SEPARATION -- ------------=--------- ---�------------------- --� WALL -------- -9'-4" TOP OF MASONRY WALL DOOR LOCATION DOOR LOCATION DOOR LOCATION DOOR LOCATION WINDOW SCHEDULE (LANAI) , W/ SHAFT LINER ABOVE I I FOR OPTIONAL FOR OPTIONAL I I I FOR OPTIONAL � FOR OPTIONAL I I TO BOTTOM SIDE OF DECKING I I LANAI SCREENED LANAI o T.O.M.'-4" o SCREENED LANAI LANAI I R.O. CMU R.O. FRAME SCREENED LANAI SCREENED LANAI I I 9'4' Cl AFF &D T.O.M.18'-8" Z0 9'-4" CLG. AFF I I SIZE (Flange) (Fin) TYPE -2HOUR FIRE RATED SEPARATION II LANAI CONCRETE CONCRETE LANAI II WALL I 11'-2" 8'-2" 8'-2" 11' 2" I I 12 20 X 26 18 4 X 25 4 S.H. -18 8 TOP OF MASONRY WALL, W/ 0 9` 4"CLG. AFF 9' 4"CLG. o o II CONCRETE 1 CONCRETE 11 0 0o I I O + O I I 13 20X38j 181X37 S.H. SHAFT LINER ABOVE TO BOTTOM T oo I _6080S.G.D. ____ ___ _--S.G.D._ I I m T 1 I I I 14 20X50j 182x50 s.H.0.1 SIDE OF DECKING I I 15 2oxs3 1s2x62� S.H. > >,� �_ -2HOUR FIRE RATED SEPARATION II � LIVING 7 i�'I ----- - 1I r----- ----- 4-SH M co 4-SH � ---, LIVING 11 t WALL 00 16 20 X 72 18 X 71 S.H. I I co I I I 7-20'-0" TOP OF MASONRY WALL, W/ I O c� 9'-4"CLG. I REF REF I PW01 9'-4"CLG. AFF pO I I 11 27 1/4 X 26 S.H. SHAFT LINER ABOVE TO BOTTOM I I CARPET 1 2668 2668 D1 CARPET I 26 x 25 7 B.F.1 B F 3 I 1H3 SIDE OF DECKING 7'-33 3 -0„ 9'-04" 9'_04' 3 O„ T-34' TYP. 27 1 /4 X 38 26 x 37 OP I z KITCHEN A DINING DINING Al KITCHEN z I M N 1H4 27 X50 TYP. INTERIOR WALL 26 x 50 S.H. N OI I 9' 4"CLG. A2 10 10 A2 < I O N 1 H5 a 26 X 62 1/2 S.H. BEARING WALL 9' 4"CLG. 9' 4"CLG. 9'-4" CLG. I 27 X 63 TILE 10 TILE N N TILE 10 TILE I 1H6 27 X72 26x711/2 S.H. A3 i" 00 A3 1 I OPENING PRESSURES O I I PW01 1 10 I 1 I O DINING 1 10 D 22 37�gX26 364X251/2 S.H. ENCLOSED -EXPOSURE "C" D1 SINK DW DW SINK 1 DINING 1 I 23 37 X38 36X373/4 S.H. U51 1 9'-4" Cl TYP. I r , r , I 9'-4" Cl I kn 0 +29.7 / -32.2 0 +29.7 / -39.7 �I I TILE �� L---� O O O O ---J �� TILE I 24 37-X50 364X50 S.H. X 1 1 N 1--- J _ 1 N 1 4 © +28.3 / -30.8 O +28.3 / -37.0 -----� C---J - --- i 25 26 37 X 72 36 4 X 71 1 /2 S.H. E O +26.6 / -29.1 O +26.6 / -33.5 I I I I 3'-43° 10' 11" 10'-14 3'-43" DOUBLE 2WIDE 75°TALL 732WIDE S.H. O SEE SN SHEET O SEE SN SHEET a 5'-10" a 4 5'-10" 4 8'-84" -104" 2' 3" 3'92 0 0 3-92 2'-3" 4'-10 " 8'-84" 32 54X26 S.H. 140 MPH 52gX2517 CONT. N 17R UP N "ULTIMATE" WIND SPEED. THE WIND PRESSURES 33 54 X 38j 52JX 37�q S.H. NOTE: WIND PEED INDICATED ABOVE IS AN 1 UP HANDRAIL UP 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - PW01 - _ _ _ q, 34 54 X 50 1 52 4 X 50 S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES ---------------J L--------------- r 35 54X63 S.H. 2 I D1 r 2 ti r--- �- °' 52JX62 SOFFIT DESIGN PRESSURE +29.7 /-39.7 3 TYP. _ - _ 3 O O I 36 54 X 72 52 j X 71 S.H. -- 4 LIVING LIVING 4 -- - L1 55 I SINK DW GG - 5-- - S3M 9'4"CLG. 9'4"CLG. S3M - --5 - GG II DW SINK I 55 39X59 40X59 N/A S.H. HEADER SCHEDULE D1 - - - S3 - CARPET CARPET S3 - - - S3M D1 S3M DOUBLE 39X59 79 X 59 N/A S.H. B1 = L - J = 61 MARK HEADER SIZE REMARKS 0 4068 � - - 6 _ _ ^ 6 - - 4068 0 �i KITCHEN B2 10 r B.F. L6 ----_ 7- J Q- --7 _____�' B.F. , 10 62 KITCHEN P AREA TABULATION (1666) H1 (2) - 2X6 #2 SYP W/ 1/2" "' _ _ _ r r r �- - - 8 - - - - LoOn, B3 1 9' 4"CLG. 0 Q I I ^ FLITCH PLATE CL Y� J1 1ST FLOOR LIVING AREA 674 9-4"CLG. 1 B3 a, 1 r I 10 TILE 2 2X8 #2 SYP W/ 1 /2" TILE 10 1 r _ _ g o � � -- _Q - -- 13 _ _ J 2ND FLOOR LIVING AREA 992 H2 ( ) o - 9 = 9 - _ FLITCH PLATE _ I II 12 -- - - -- 12 I LIVING TOTAL 1666 50 � I REF ----- 0 ~ z 1 ----- REF I co - - 11 x WALL ----- 11 M ENTRY L------ X o---10 11 U U _11 -------� ENTRY GARAGE 264 H3 FLITCH PLATE FRONT ENTRY 98 9'-4" CLG. Y - - - - - - - - z Y 9'-4" CLG. A F (2) - 2X12 #2 SYP W/ 1 /2" CONCRETE o w = _ - - 9 9 - - - ¢ w o CONCRETE LANAI 120 H4 FLITCH PLATE EO _ I_ - p TOTAL AREA 2148 z - - g II H1 H1 11 8 - - (2) - 1 3/4" X 11 1/4 LVL eo 12'-4" 4" 4'-11 q' 2'-22" U - '-" 7 - - - - - 7 3_92 - O 2'-22'I. 4'-11 q' 6'-44„ 2' 4"I AREA TABULATION (1787) H5 2.0E Fb=2950 cu _6 - - N H I- - - 6_ _ _ _ - - - iv 1ST FLOOR LIVING AREA 759 /4' X 9 1/4" ICIO- C cb 00 �cP - - -7 �iN O I I 2ND FLOOR LIVING AREA 1028 H6 LVL 2.0E Fb=2950 r N T.O.M 18' 8" - - - 0 � G - - - T.O.M 18'-8" FOYER T 1 1213 1 4 - 1 J J- 4 1 3 1 2 1 1 T FOYER ir> T.O.M 20' 0" J J T.O.M 20' 0" in LIVING TOTAL 1787 1 I g -4"CLG. C° _ I I I - - - - W c° ¢ = 1 FOYER FOYER I = ¢ W - - - - I I I I C0 co 9'-4"CLG. 1 I (2) - 1 3/4" X 16" eo 1 13068 TILE 00 17R I �� N N g I U) 17R TILE 30681 co H7 m UP 9' 4" CLG. 9' 4"CLG. �� 1 UP LVL 2.0E Fb=2950 N 1 3, O„ I I I 1 0 x cr I 8 O x g o I I I I 1'-0" N GARAGE 265 I I I 1 ® `p6cp N I TILE TILE 3-0 I I FRONT ENTRY 12 LANAI 67 H8 LVL 2.0E Fb=2950 OT3 2 X 4 #2 SPF (3) 2 X 4 #2 SPF TOTAL AREA 2131 Follow Q/S4. See Plan for STUDS w/ (3) 16d 3' a 6'-14 2'-6" T-o" 7'-1 2'-1 6'-2" 3 -8" STUDS w/ (3) 16d I RAG (2) - 2X4 #2 SYP W/ 1/2" Bearing Wall Call Out When I FLITCH PLATE g 266g �Ta TOENAILS @ BASE W,H, W.H. 80 00 W.H. W.H. TOENAILS @ BASE �Ta 2668 1 Straps are Required 1 B.F. BUILDER TO 0 O ^ 0 O "0 B.F. I `r * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 1 PROVIDE BUILDER TO BUILDER T BUILDER T 1 ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.O.M.20' 0" PROV E PROVIDE p " REQUIRED STUDS PROTECTION T.O.M.18' 8" APPLIANCE APPLIANC AiMlh o WHEN REQUIRED PROTECTION PROTECTION o PER FBC WHEN REQUIRED 00 00 WHEN REQUIRED PROTECTI General notes WHEN REQUIRED o 10 PER F C c0i o PER FBC PER FBC B6 10 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, GARAGE GARAGE Provide''/2' gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER 9' 4"CLG. AFF GARAGE GARAGE 9'-4" CLG.00 POWDER board for 24" o.C. Framing. Note %" sag -resistant gypsum board CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board O9'-4"CLG. 9'-4" CLG. AFF 9'-4" CLG. AFF 9'-4"CLG. TILE CONCRETE 3'-2" 3'-2" 3'-2" 3'-2" CONCRETE TILE must be installed on garage ceiling beneath habitable roorl �T� PW01 0 o PW01 �7 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts - - - D1 0 o D1 penetrating the walls or ceilings separating the TYP• ENTRY ENTRY TYp, dwelling from the garage shall be constructed of a minimum No. 26 APPLIED O 1 H4-SH o 9' 4"CLG. AFF 9' 4"CLG. AFF 0 1 H4 SH APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r----------------- r - - - - - ---------- CONCRETE CONCRETE r - - - - - - - - - - - - - -- r---------- - - - - - 7 STONE I I C° I `� I co I l 1 STONE 0 or classl duct 4'-4" 2'-0" I I I I I I I 2'-0" 4'-4" board, or other approved material and shall have no openings into I I I I I I the garage. I I I I I I I I I I I I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" I I I I I I I v solid wood door, solid or honeycomb steel door, or 20 minute fire I I I I I I rated door. y I TYP. @ K I I I D1 I I K NP• @ I 4. R302.7 Any accessible space under a stairway shall be protected I GARAGE I I I I I I GARAGE I with 1/2" gypsum 1 JAMBS S4 I I I TYP. I - - - S4 JAMBS I ' 4 Cl T.O.M. 18'-8" board. T.O.M. 18'-8" 9'-4" CLG AFF - - - I I I T.O.M. 8'-8" �"CCG` AFF ------------ I I I I I I --------- ----- ,_8'1 Cl - T.O.M. 8' 8„ o ----------------- --- 0 5. All doors and windows providing direct access from the home to the N -------------- --------------------- -------------- ----- iy pool shall be equipped with an exit alarm complying with UL 2017 _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - that has a minimum sound pressure rating of 85 db a at 10 feet. The ,TO70 O.H. I 8070 H. I 8070 H. I 8070 O.H. exit alarm shall produce a continuous audible warning O O SYM RICAL O when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not S-O" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 4„ 4„ 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 3'-0" acceptable. 6'-4" 13'-8" 13'-4" 6'-4" 6'-4" 13'-4" 13'-8" 6'-4" 7. R302.6 The garage shall be separated from the residence and it's „ , „ , „ , „ attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 2O-O 2Q-O 2O-O 2O-O00, garage side. Garage beneath rooms shall be separated from all 801-011 rooms above by not less than 5/8 inch (15.9mm) type X gypsum 00 407 board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also (1787) (1666) (1666) (1787) protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an ■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) 1st FLOOR PLAN FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter 102 mm) sphere SCALE: Y4"=V-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass e`�i. ca c•.a c r4 I o 5^ W O _ C O V N .-omx fA NCcp� i/f 6i p o vLj a g 3 0 3 L L d C O Via•`° �. to � o 0 tsIlifr 3.�f�gad�. a w� C�yV)�� .`.;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 Engineers signature and seal. N W a �E 0 m 0 ��� a N � cn�20 fA a N O qk y of -j v oLL W w a - a Y Z m c °4 - �_ o y W o 0:, Z Zp N0 m w N Z a J � O U °d chi W c� ❑ ❑ M Z N (7 0 0 z � N �J1 z o� J � to ti N Z � O w oo wss lu W; ..... _ _ e ml if L 8 C) o c U) Y �® ¢ N o M w Cl) z o Z __j Q E � os wz Zo Z Z© oa N CL F- C O O O X<- & °z ¢O 00 0 U o< Ez �� <ow0 J . � = r w mo 0, J m 4 W m 3 < <0 a Q 0 a U w i0 aZ o w¢ �o CDa VO z0l ¢ x 0 T > � v O Lf� L _j 00� r c o 0 0 1 r d O0 cC> O O CN H "= 0 IllL0 to N O M Ln oo j Q 6 E w Cfl oo o z M z E 141 6 aa) m a_ E O 0 _j a a? ¢ o c JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 5 3 Cr CD 0 0 J r- ra M 0 I O 6) 0 I N i 41 0 Cn C, 0 cio I 0 rn 0 I 0 O 0 I N S Q 0 0 CD 3 CD i 0 E y 0 S 0 0 c J N N LZ In U O >r U 0 a 0 0 U J a� t� N O 00 0 5 a N 0 00 45 m 0 cn INSULATION REQUIREMENTS WALL LEGEND TOP OF MASONRY WALL LOCATION R-VALUE / TYPE (GARAGE) EXT CONC WALL R-4.1 HIGH PERM 9'-4" TOP OF MASONRY WALL EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED 18'-8" TOP OF MASONRY WALL 801-011 R-30 BLOWN -IN 10, 201-011 20'-0" 201-011 op 201-011 oe CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL GARAGE SEPARATION R-11/R-13 KRAFT FACED 2ND FLOOR ONLY. NO FIRST 164" T-8" T-8" 164" 164" 3'-8" T-8" 164" FLOOR BELOW. TYP. TYP. WINDOW SCHEDULE - -2HOUR FIRE RATED SEPARATION WALL O 55 I I ( 55 -9'-4" TOP OF MASONRY WALL D D1 D1 D SIZE R.O. CMU R.O. FRAME TYPE (2) 39"x59" SH ---- � I I _ _ _ _ (2) 39"x59" SH (Flange) (Fin) (LANAI) , W/SHAFT LINER ABOVE ----------------------------------------------------------------- TO BOTTOM SIDE OF DECKING 12 20 X 26 18 � X 25 � S.H. ' EGRESS T EGRESS EGRESS EGRESS 13 20 X 38 18 X 37S.H. WALL FIRE RATED SEPARATION _ I0ALL O O 14 20 x 50 18X 50 S.H...-18'-8" TOP OF MASONRY WALL, W/ 0_ I\, 9 9 M 15 20 X 63 18 JX 62 2 S.H. SHAFT LINER ABOVE TO BOTTOM 80 B4 in 2x4 HALF WALL 2x4 HALF WAL SIDE OF DECKING `* 10 W/ WOOD CAP W/ WOOD CA 1 16 20 X 72 18 X 71 7 S.H. 3'-2a' `'G O O 6� 1H2 271/4X26 S.H. -2HOUR FIRE RATED SEPARATION T - - - I - - - - -G.T.. - 1 ti`°26 X 25 WALL (2) 39"x59" SH_ _ _ - -(2) 39"x59" SH _ - - - - 0. BATH _ - - - _ - - - - 0. BATH 0 1 H3 27 1/4 X 38 26 x 37 S.H.-20'-0" TOP OF MASONRY WALL, W/ TIO"CLG.-______-___ ----- ----- --__-------- 8i0''CLG. / aq3�-234- M1I= SHAFT LINER ABOVE TO BOTTOM 27 4 X 50�in , ,r,IM 1H4 26x50 s.H.SIDE OF DECKING I I M � EGRESS EGRESS 4-S I R- , r R/SH f SH EGRESS EGRESS l r>0. SUITE���f1= 1H5 26X621/2 S.H. TYP. INTERIOR WALL 0. SUITE 27X63 27 X 72 MEMO 1H6 26X711/2 S.H. 8'-0" CLG. � 8'-0" CLG. � CARPET r PW01 1 1 CARPET I EMP GLS. BEARING WALL ENC D1 st W•1•C• I I cad E 22 374X26 36JX251/2 S.H. sd' CAR CLG. 1 1 W.I.C. M 23 37�gX38� 36�X373/4 S.H. OPENING PRESSURES �? TYP. CARPET 1 = = 18'-0" CLG. "cb� I „ „ Cn j CARPET o I 24 37�gX50 36 X50 S.H. ENCLOSED - EXPOSURE C R/SH 4-SH I I I 4-SH R/SH 25 37 J X 63 36 j X 62 1/2 S.H. A +29.7 / -32.2 © +29.7 / -39.7 U) ---- 3 11 U I ( U 3 26 37 �4 X 72 36 X 71 1/2 S.H. © +28.3 / -30.8 O +28.3 / -37.0 -8a 5'-O" 12'-114i = I IU 12'-11 5 -O" "8a 0. SUITE Top Q q I 1 QU>JI O. SUITE a DOUBLE2WIDE 75"TALL 73JWIDE S.H. 00 8'-0" CLG. --------U L------ -- r 8'-o"CLG. o ���`� I OE +26.6 /-29.1 �F +26.6 /-33.5 CARPET R/SH R/SH CARPET Cl) 1 I 32 54 X 26 52 4 X 2517 S.H. I ----- -_--- I GO SEE SN SHEET OH SEE SN SHEET 33 54X38 52X37 S.H. o C: g I Cl) 34 54X50� 52JX50 s.H. 140 MPH j 1 35 54 X 63 524 X 62 j S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN I W.I.C. 9'-5q 1 3'-52' O. BATH 0. BATH S-51" 9'-5a' W.I.C. I "ULTIMATE" WIND SPEED. THE WIND PRESSURES 1 8--0"CLG.4. 0� 8' 0. CLG. 8'-0"CLG. c'� 8' 0" CLG. i 36 54 X 72 52 j X 714 S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES 1 CARPET , `L�: �A4ILE TILE A4 0 68 PW01 in CARPET I 39x59 4oX59 N/A S.H. SOFFIT DESIGN PRESSURE +29.7 / -39.7 I L---- ---- LOFT `� 2'-12" 2' 1z" 10 D1 CD LOFT ---- -----1 DOUBLE39X59 79X59 N/A S.H. R/SH I 8'-0" CLG. TYP. 8'-0" CLG. R/SH HEADER SCHEDULE 2x6 WALL CARPET 3,. 1 i„ 3,, CARPET 2xs WALL AREA TABULATION (1666) 9'-54 T-52 L T-52 9'-54 R/SH I ' `p60 _ _ _ _ _ _ 1ST FLOOR LIVING AREA 674 MARK HEADER SIZE REMARKS bo f l 17R DN. 4 - - - - ill CI] FO N - - - - 4 _ 17R DN.- n Cl) o0 2ND FLOOR LIVING AREA 992 H 1 (2) - 2X6 #2 SYP W/ 1/2" - - - - - W D 17 - - _ - v "' \ /F71 17 W D LIVING TOTAL 1666 O FLITCH PLATE _ M TYP. - - - 16 5 - - - - �668 M 1'' _ X� c i - - - - 5 16 - - - TYP. (2) - 2X8 #2 SYP W/ 1/2" 6 A/C TEMP. GL EMP. GLS. A/C 6 -- -- 1 co 55 GARAGE 264 112 FLITCH PLATE 15 - - - - -_- - - - --- --- - 15 FRONT ENTRY 98 D1 LAUNDRY c'�scP C7 F- -- - 14 7---- --- --- NCL. E --- --- ---=7 -- -- H ~ �04' p1 H3 2 8' 0"CLG. 1 14 C7 `b LAUNDRY LANAI 120 () 2X10 #2 SYP W/ 1/2" FLITCH PLATE C7 -- -- 8---- "' 1 --- 8 13 '� B.F. ' TILE8'-0" cLG. AREATTABULATION 1787 OTALAREA 21a8 H4 (2) - 2X1 2 #2 SYP W/ 1/2" - 2668 13 - - - - o TILE B.F. I I -- - 9 I I 9 -- -- I I B.F. - - - � ---- 12 0 1 12 ---- ` ) FLITCH PLATE 1n R/SH ' I 1 -- 1 1 ' R/SH 1ST FLOOR LIVING AREA 759 11 --- 1 1 3- 11 ------ - - - - - - - - - - - 3'-4-" 5'-71 '5'-7-" 3'-4-' - - - - - ---- 11 4 4 4'-4" 5' 4' I I764" 4'-4" a a 1 ---- 1 I = 2ND FLOOR LIVING AREA 1028 HS (2) - 1 3/4" X 11 1/4 LVL N 4-SH M Q 10 12 -' b 1 I bN LOFT J 12 10 --- Q 1 1 M , 4-SH N LIVING TOTAL 1787 2.oEFb=2950 - - - 5068 T2 = - - - 9 - - - - � rN �- - - - 9 = r 5068 (2) - 1 3/4" X 9 1 /4" 13 LOFT s'o"CLG. ----- H - - - I �o - - -1 H6 LVL 2.0E Fb=2950 B.F. , 8 CARPET 8 ' I B.F. GARAGE 265 I - - - - 14 Q 1 8'-0" CLG. in I = C11 in I Q 14 - - - - •'G 4 T-91a" 4 _g ti� T-114" 7 - - - CARPET p I - - 7 3'-11a' G� 4'-6" 7'-94 FRONT ENTRY 12 O (2) - 1 3/4" X 16" ---- 15_ __� LAUNDRY I LAUNDRY �_ 1 - - - - - LANAI 67 LVL2.OEFb=2950 6T.O.M.18' 8" -A TOTAL AREA 2131 1 /\ 616 8'-0"CLG. 8'-0"CLG. TO M-20T I I T.O.M.18'-8" - - - - - - \ 2 1 3/4" X 7 1 /4" / \ I 5 TILE TILE 5 ' H8 O - T.O.M.20'-0" 17- - 1 • o - -17 IN/ I , LVL 2.OE Fb=2950 x U 17R DN. oo a° `� N iv 17R DN. 1 1 1� U I Follow Q/S4. See Plan for rN f CONT. IN � \ I , , TN RAG (2) - 2X4 #2 SYP W/ 1/2" Bearing Wall Call Out When ' g HANDRAIL I �'' Q-' __ FLITCH PLATE G.T. G.T.Straps are Required -- ----- - - - - -- -I--- r -- °9 O ih 00 *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED cn ;r, '� O ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND t l 1 G.T. O- BATH 2 G.T. - _ _ - I= REQUIREDSTUDS �0 - _ _ _ _ 8'-0" CLG. A A_5 r BATH 2 - - - - Q,l I� BEDROOM 2 4 s8 TILE T 10 10 40 8 BEDROOM 2 �1 la, X 1 I U "c5N B. F.00 8' 0"CLG. B F. 01 1 � General notes w 3 8' 0"CLG. .Q �q, TILE _,�V_LC� bN CARPET 3 CLG. 54„ w1 l MI I 3'-Sa' CARPET v 9C A/C rye ��� = A/C �P M 1. R302.6 (Table 302.6) If water based ceiling texture material is used, N 4-SH M. . M.C. 4-SH N Provide''/z" gypsum board for 16 O.C. Framing, or 518' gypsum Boom MMEENOMMI board for 24" o.C. Framing. Note''/z' sag -resistant gypsum board o `(F 26s8 110 ')`O6� R/SH R/SH R/SH R/SH O.M. 20'-0' s�� TO ��� o may be used I.L.O. Of 5!8" gypsum. 5/8" t e gypsum board ----------------- - ----- --- T.O.M.18' 8" �'s�8 Mg must be installed on garage ceiling beneath habitable room(s). ti ^l� � � BAT ' BAH 2 T......... O........ M..... 1$' 8" N r N N fly N 2 o M r 8'4. CLG. ;� 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts TIE G. 068 60`5 �'�4068 4068 6�`8 �s1 406 TILE penetrating the walls or ceilings separating the Ob .F. B.F. B.F. `� B.F dwelling from the garage shall be constructed of a minimum No. 26 • � U BEDROOM 3 5'- 1'-45" 2'-65 2'-105" 1' 45" F-63" 5' 63" 1'-45" 2'-105" '-65' -4 5., 5' 3 BEDROOM 3 c7 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 4 s 8 8 a a a 8 8 s 8 a 0 or classl duct 8'-0" CLG. 8'-0" CLG. board, or other approved material and shall have no openings into G.T._ CARPET g' 6" 9'-10" 9'-10" 9'_6" CARPET G.T. _ _ the garage. iv 1 Cl)� M 1 APPLIED ASPOND 2) 04' T 0'-54" PW01 9 10'-�' 2'-1 1 STONE 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" I o D1 1 solid wood door, solid or honeycomb steel door, or 20 minute fire 1= rated door. 1 N _ - TYP. _ N IQ 4. R302.7 Any accessible space under a stairway shall be protected 1 1 5068 c+ o �! 5068 I with 1/2' gypsum B.F. BEDROOM 3 r BEDROOM 3 B.F. board. 1 8'-0" CLG. 8'-0" CLG. EGRESS 1 EGRESS 1 5. All doors and windows providing direct access from the home to the 1 CARPET CARPET 1 39x59-SH EDROOM 2 BEDROOM 2 39x59-SH 1 pool shall be equipped with an exit alarm complying with UL 2017 - - r - - - - that has a minimum sound pressure rating of 85 db a at 10 feet. The -0" CLG. 8'-0" CLG. exit alarm shall produce a continuous audible warning --CARPET EGRESS EGRESS CARPET - -- o O EGRESS EGRESS I o when the door of window are opened. O I N 1 - - - - - - - - - - 6. Bathroom exhaust fans must vent to the exterior of the building, 39"x59" SH 39"x59" SH _ _ _ _ _ I - - - - - - - - - - - - - - - - - - - - - - - - exhaust to attic space and soffits is not L------------------------ O ( O 39"x59"SH acceptable. 39"x59" SH O o I A 7. R302.6 The garage shall be separated from the residence and it's 6'-10" 6'-1C" 4'-11" 8'-5" 1'-10" 4'-10" 4'-10" 1'-10" 8'-5" 4'-11" 6'-10" 6'-10" attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all 6'-4" 13'-8" 13'-4" 6'Ilk-8" 6'-8" 13'-4" 13'-8" 6'-4" 10 habitable „ „ I 11 rooms above by not less than 5/8 inch (15.9mm) type X gypsum 00, olr 20 -0 20 -0 01 20 -0 20 -� board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also 80'-0" protected by not less than 1/2 inch (12.7mm) gypsum board or SYMMETRICAL equivalent. Q FILLED CELL LEGEND 8. R612.2Windowsills In dwelling units, where the opening of an (17V7 (1666 (1666) CONT.FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) 2 n d FLOOR PLAN � FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere SCALE: %4"=1'-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass c.i 0 c.r Q) cue a, b C� c aa;w N ��m>c � © L CA � Y o a a � •3 L ' ;3 : u d 4 � c � � 4 a � 2 �Yn\•' ••C ' ryJ C'V• f • • � \�N ,;F;t;atltae\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Horde Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g vE o M° O (00 N p y IS, N C9 N- N 7 In O Vj Q � S v Z5 J W n. w : a Y co = O . �i � Cp 0 ig WLLI Z � O' 0 LO co w NZ Q J Cl) K N O U U O z Z N (7 o o Z m N z o � Q J - iLn M z a c W :7 0 O �r�-� rNBig w o UGL c 11, E C) oN Y N 0 -0 II� oVol J w M o z z J E E o ry R O a 0. OU F O U Q O E o o w az ra ci 0y 0 °LL Z Q W N <.2 o< Zz g8 OEM � mw wLL O w� W Q O CDa V zl¢ F 3 c T N > C7 rn f0 Q c7 f- ^' O 00 T Q n C 0 00 CO " O O Lfl m Q ate-+ CV F=-- O (.0� 0 N - 0')C) N O L O o0 L j It c� 1 (.000 z cc Z :3/00 E lqzt N a ro d E U 6 Q ca c 0 JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. 6 , 801-0° 20'-0" 20'-0" 20'-0" 20'-0" (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" CV N O N N c V . O f� OCM- t• - U i3. C"y � O L.L. d /t cc p ' d V C" a-: -R 6, �.';.3 CU Cc 61 d,m � N L1 C FS � O WiAi Ci LO a+c+r q �F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NJ W E 0 M Q a ,+C4 v C N _ co 0 00 N N n r ' J M V Q C J w w d ,^ J V w Z — a d Y L co Z 75 DMC c 3:0 W � m w W rn LL CI) z N N Z Q O U �d Z rJ rn W ❑ ❑ 0 0 z o � Q M l^/i, � a W o 4-1 � m U 0 W o (/) L w N .� � NM i6 a— U c W J H — E L U = w Oi U 'o m C/) Q .Q N �� r� O cD w M CI) z 0 o Z Z ¢ W cD E O O E U zo o o wz >o a ?® od co C XU O UO OU O O N L F a 0 ¢ o ¢ 0, 2 z w (Q ❑ � ro 0 O U) _ C OL O, zF J m i� T Z �z M (n 3 N Og O¢ Q O a g = z =F -0 o cfl aF a v za 103 C .0 T > (e) m m F O LO 00 r Q I� 0 T f�p LL M1 W / m v CL I=-- a) C) O N M Ln oo L 0 a) r ui M T M (D pp W iri o Z Z N E qqt N f6 d U J Q C J JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 7 3 i O Vi a Q O I i O J O) O I 0 O) O I N v rn� O 0 to 9 J to 0 I O 0 I N H L v rn O i v� Q / d E F� N 0 G J E2 O z U v 0 UI v O a 0 U J N LZ 00 0 N en O CV N O u7 0 0 Q m v v v-i FILLED CELL LEGEND WALL LEGEND 8'-8" TOP OF MASONRY WALL CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM (GARAGE) FILLED CELL BELOW 2ND FLOOR INTO LINTEL) 9'-4" TOP OF MASONRY WALL (DOWEL 18'-8" TOP OF MASONRY WALL FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. - -2HOUR FIRE RATED SEPARATION - WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM 80' 0" SIDE OF DECKING 20'-0" 20'-0" 20'-0" 20'-0" lo ol 00 -2HOUR FIRE RATED SEPARATION SYMMETRICAL WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM I I I SIDE OF DECKING ---------------------------- ----- ----- TYP. INTERIOR WALL 0 0 o O 0 O BEARING WALL L- — - — - — --' I -------- 1 0. BATH ----------- ----------- - — - — - I 0. BATH ' ---------- ILl—`� /�� \ 0. SUITE i i 0. SUITE I W.I.C. IC. I i I i I 1 W.I.C. I 0. SUITE ii I I ii a 0. SUITE I ----- 0 0 0 0 ----- i I W.I.C. i 0. BATH 0. BATH i W.I.C. I �---------- LOFT I LOFT I ---------i L--- --- II ---- -- — El \ -- -- II o80 LAUNDRY I II — -- ------- ------- --- - — — - - rj I LAUNDRY ------------ - --- -- — I I i LOFT - _ - - --- I _ _ LOFT I I ----- __ LAUNDRY I L LAUNDRY _ ----- II li li A-\rl - - - it -- -- - iA it I / ----- -�-- II II --�- ------------- -------- O Co '- BATH 2 O O op l I I i I I BEDROOM 2 BATH 2 -O � - -� I --BEDROOM 2 I I I I I ® ® BATH 2 I -_�� ----- I,I'' ------ ------ l --- 1�1 -------- BAT 2 O I I O BEDROOM 3 BEDROOM 3 (D I I � 4 I I BEDROOM 3 BEDROOM 3 I I EDROOM 2 BEDROOM 2 I-------------------------- ----- ----- -------------------------J I I 20'-0" 20'-0" I 20'-0" 20'-0" 80'-0" SYMMETRICAL (1787) (1666) (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" sco N � 0 O :P u, o d CUC-� o co c -N C;.LL ,cl- R-O i - - E 3 ;a .d a � v w CE•`�-"� in a- _ r o a „ C2 0 0 N " <- •`<N, •. E :. . CN le .�o v 4� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code -. Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N w �E a lc:.-° N N CD 0 to O r 7 u, N rn��� N My N S Q C J 52 ,^ J Ll V _ —ern J w U� D w o_ Z L z O� w O Z 04 NZ L 0 m w ¢ J Z N O U < v w El El Z N M O 00 z CO QN � o J Q13? M � z C� o y2 w d m U w o OLn N = .o Co U W J - E - 8 in L ' i U o y o N 0 e IIIIO o CO w M zo 3 r z 4 J E o oo _ o ao !? I_ 0 wz z8 Da f- C XU UO pU O O F o O a z N L 7 (O¢ cn C ¢o or wm m� �- o QW N U) ¢ p Z z a 0sum Q_ _ I- 00 ¢ ¢ � O nj coa v 5 o3 C O T— >(� T i N m lO (6 �f W 0 LO L J c Q 000 r '0 CD 1 T a 00 CO O (fj " � O Lfl m Q V ate-+ rY CN ~ Or_+ N Q LO oo j LO O) T E \ (D 00 0 Z (0 N Z E lq;t CU C a U Q p C JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 8 3 L v C/ 0 a 0 I 0 J r- CJ) 0 I 0 rn 0 I v Cr Cn 0 .n Q 0 I i C) J r— rn C I 0 d- C) 0 I N i o- 0 v+ C CV No i E HNN Q� E O `v J N f7 U v c 0 UI U N •o a i tL 0 U 01 LZ: N O 00 N O Cl- CV CV O 00 Q v (ll FIBERGLAS SHINGLES alw&gll1 12 5� L-Lr-- 0 FLASHING METAL ROOF 7:12 PITCH SHINGLES I td o Z ` 6" REVEAL HARDI-BRD. -- -- SIDING �- 6" BANDING 6" BANDING 12 �5 6" REVEAL HARDI-BRD. SIDING FLASHING _ O Z_ iN 16" BANDING 16" BANDING iN 2 METAL RO IN IIIIIIIIII IIIIIIIIII M On-���m4 ! 111111I111.1111111l1! ■i ::.:.:..-_-,lam �i. - ;.-.,.:"i�I �i HEEL T.O.P. '-41 _ � �--11111111111111111111- L� �� -11111111111111111111- --11111111111111111111-- � ��� IIIIIIIIII 1111111111 ;111 I_11 LI �„ IIIIIIIIII IIIIIIIIII Illlllilll IIIIIIIIII ��� m ' Illlllllli IIIIIIIIII � � ICI III IIIIIIIIII IIIIIIIIII ��� !1!1!1111l1!11l111 _ - .. rlllllllll� ,�� I I!l111111! !1111l1!!I ! rlllllllll� 11l111111l1, COACHMAN COLLECTION COACHMAN COLLECTION F2 COACHMAN COLLECTION COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 SERIES 2, DESIGN ARCH 4 SIMILAR SIMILAR SERIES 2, DESIGN ARCH 4 SERIES 2, DESIGN ARCH 4 ( 1 787) TEXTURED FINISH (1666) (1666) TEXTURED FINISH (1 787) 12 5� --- ------------------- 1'-4" TEXTURE FINISH 12 -- — ----- +1" PAD FLASHING- --- Q OFF RIDGE — VENTS, TYP. ------+I------ I� ------------------------- L_ OFF RIDGE VENTS,TYP. I I FIBERGLAS -SHINGLES FRONT ELEVATION SCALE: 3/16"=V-0" HEEL - - - - - - T.O.P. -------------- -- HDR. --- 0 TEXTURED C) 80, FINISH co STANDING SEAM 12 1B - — r - 7 F.FL. FTSERZ•Qi$ i L -------------------------------- — - o 11 FLASHING SHINGLES _ �>,_— T� SHINGLES=�_ +111PAD CLG. HGT. I TEXTURED FINISH (1787) ' (1666) ' (1666) ' (1787) m- REAR ELEVATION 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 NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 +cl 00 CV � U CS d WJ 3 W O � O _-omx d >E_ to o, a) c N � � c av i 0 w.- CIA r•� ° p y0.J N• • O w` t Ord l jyl�. 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 E .4 o co 0 0 � N N U) r- � V U Q(1jM c J LLI ,n m LL LL• ' EL V Lu EL Z �o_ `Dti� Y 0 W m w - Zp 0 Z Lo M J 0 LLW ;n CV U O ZO W El El z N M co 0 co � m Q o Q J V .o - Lu Q U o O w0 V) f� ws �N (J F— — E 8. ml S t x ' 1 C) o Q a N I� o w Lo Mm m o z a J Li ce E E zz > N zp ° cu F — �o x1 d` Qo oQ o E N i z ¢po ao dz Lz �w Cp Cy z U o m o oo, z J m ¢W Q W �z to CL oW I LL 3o d N W U ' � QoMJO s� o O v w za I F °3 c ,o r >M 2 to rn ca C6 a (7 n' O —J ITT CO T -0 o ¢1 C:)O T 0 00 cfl O O Cfl m CL Q ~' N L0 CD c O (0 N O co LO oo L j Li i Q 1 (D 00 0 z cc Z 3 N 0V C cc d E U J a Q � JOB NO: 22-09470-09467 SCALE : . AS NOTED SHEET NO. 9 3 C) 0 Q a I 0 J r- O I rn O I N i `v c 0 .n 0 I Ln J r- rn 0 I 0 0 I N i v C cn 0 6, L N O CL EE F2 E 0 cn `o c J LZ ;n 0 U 1` 0 UI 'o a v U J F7 0 0 5 d [V cV O iu 0 Q N Cn 0) 0 C0 F HEEL - - - - - - - - - HEEL HDR. 10. [_] (2) 39"x59" SH TEXTURED FINISH ----------------------------- —--------------------------- — 12 5� 'A ---------- 11'-4 12 7 FLASHING F. FL .. -------------- — — — ------------- EXTERIOR PLASTER ON FRAME---------_ BRG_AT GARAGE _ _ _ CJ HDR H-GT.----- CJ/WEEP 11� 2'-2" TEXTURE FINISH rs�r�7i 1 12 5 — — — — — — — — — 16" BAND (1787) 12 Q5 16" BAND— T 12 Q 5 _ HEEL T.O.P. HDR. 12 FLASHING 7 F.FL. - EXTERIOR PLASTER-- ON FRAME CLG. HGT. CJ--------BRG_ATG - - - - - - - - - - - - - CJ WEEP _ HDR -GT. TEXTURED FINISH ------------------L---------F.FL_-- LEFT ELEVATION SCALE: 3/16"=1'-0" M-1 (2) 39"x59" SH TEXTURE FINISH ---------------------------Z------------------------ ------ (1787) RIGHT ELEVATION SCALE: 3/16"=1'-0" I 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 NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N O N 0 N v oUJ C 10 N m -o x --. cc _ ih-. N O d ai sy..c d � r c d.C, � a d d =duo ap N E 0 0 L C) L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E a s Ls V N O0 N .. � N ro FA O -5- U) r- r­ Q N co V L� C J i J LL LL d - o a Y Z M� W w ~C o N O W ��pjO' m ¢ J z N ZU) LL LL N o oU Z U W ❑ ❑ U Z N (h o o Q o — M z c9 0 �N c,-> ti w U co U � ry J 8 ram... U o m a~ w Q Q N m � o w CCr)J M Ch w ¢ o Z Z E o o0 zp E O 04 OU 0< O E o M 1 0 wo a z It ry CO � ` o � 0 0, Z a� �Z � of z 30 a Q U � <� <o 0 w 1k o� w =3 co O o W Q X O a? ��< 0 o T .N >M 2 m N m O Co Q 00 T ^O 0- /� W Co_ ' (/� O O CO "' co Q CC CN ~ a) O (I N O C-) Ln oo U-5 Ln E 00 E p Z (6 Z N E E E U a Q p JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 9.1 IT I T-1 u u 0 3 v v- (!7 C' 0 a Q I 0 I O r- d' CT 0 I n O I N / `v V 0 0 I 0 J 0 I 0 O I N / V) Q / Q N 0 v d c E C' c J N N LZ 0 U v 0 Ui U 0 i a: 0 v J N r N O 0 ao cm 0 CV CV O u7 00 0 v 0 Q m v NOTE: • W =1/2 OPENING DIM. • INSTALL OVER STONE, " r-. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED Vf 3It J I I I I I I I I 1787 +2'r +1n +2r' NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 411 102" FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1'-4" I I V-2" 32„ N co"321" SIDE VIEW FRONT VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED emrm BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 0 N FRONT VIEW v o® CN a d� O W C 2a Cc N to X ro Ca N: C1 CV � � c area � 3 � iv d m .0 7 . c� m � iCO p _ y C.:'a C E: a Ca d U L G 4` r^ 0Wi itV �A S Etz ! , S10 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. H W 4 d E 0 0 O7 N N 0 c.i (0 C 5 C ��oo rn r t'� a N &CD # w Q C JLL w — O d Y 01 (3(� w Z L M V _ w O O 7 t6NO I- W. 2O�ZO m w Z a L LL O L < O Z N O U U W ❑ ❑ o z N z o � < a � O_ �n r I V) v Ur c V! o +-J UJ Q u 0 w oUm V) v w v LU L S � � i c 0 Q 0 o� N I� r_ o CIDw M N ¢ z z E =o >� Q Z© sonsr— @ �0 zU o¢ UO �U °. a E OCV as azo o aZ �w r6 C < .0 OZ, J n O Q w n N 0m F o Zz go son � a �w U ww ao �'Ek O oz F 3 > O CC) V w z ¢ a H o0 0 r � rn (6 0 I� Q -.- L J o^o CO r O Q O O d 00 CO o Q' T �+-j i2 CV ~_ 0 CD N LO LO O CD LO \ T ai m (0 00 00 o z z N d- a m a E a m U Q pCU c JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 9.2 4° iW r=IN rIN T CONI RETURN TO WA SCALE: NTS R LO CD cn 0 0 I 0 co co 0 I f\ 0 I N v O Q LO .O 0 I 0 J rn 0 I 0 rnc') O I N L O JD / 15 N O d 1.2 rn v E O S v c c J y O `o V U N .O a a 0 v v LZ N O 00 a O _ a [V cV O co v 0 Q m 0 N DRYWALL .CLEARANCE LL 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED DETAIL 80 r VERIFY W/ PLAN TYP. ARCH DETAIL SCALE: 1/4" =V-0" Stairway construction and handrail to conform to the FBC Residential section R311.7 Riser height: The maximum riser height shall be 7 3/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Handrails. Handrails shall be provided on at least 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" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1 1/2" between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBCR Section R311.7.7.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). HANDRAIL DETAIL 6 LP FR/ ALL 2X1 RINI (1787 SCALE: 1/2" =V-0" STAIR SECTION 0 00 MIRROR ILL d' M BATH 2 OWNER'S BATH KITCHEN KITCHEN KITCHEN G G--gip Q r J �� �� i 4 ► B4 4& BATH 2 OWNER'S BATH KITCHEN STANC M M _ STRIN( T CLIP Ti �1 IN (1666)I SCALE: 1/4" =V-0" Ili li KITCHEN (1787)I SCALE: 1/4" =V-0" NTERIOR ELEVATIONS NOTE: INTERIOR ELEVATIONS WILL BE FLIPPED FOR THE REVERSE UNITS. 4 KITCHEN NTERIOR ELEVATIONS NOTE: INTERIOR ELEVATIONS WILL BE I FLIPPED FOR THE REVERSE UNITS. 1666) STAIR SECTION ?v N N ICE � c C3 v C) ua o y e� C (C C.3 N ZZ N i4':.G >... N d .O fC C' d� d- 7 - N E� c � o a� .. f •y /Zio 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. th lu a �E 0 o M O N 0 u °° �, �5 0 cnNOa 4 NO C _J � L W J � � 0 dZo z 0: N o o W) mY IL:0,U Z 20 M Z ¢ J J 0 ,n (y o 0o Z ❑o M N 2 N M o0 z o � d )V) r M z � � o a--+ f6 C_/3 w V O Ln N W o C .O CO �•a V W J H - E — O zg�•.. L L N U p y W N 4 O ® A 14 ti (] (fl J ll W M M i'I o Z Z LPL Q E E 0 oo wz <N z p O0 (6 �0 X O o¢ 00 . U O. O E '.0 a z N L wa ¢o ¢w m0 Cn C: or o OOP Zrn N O Q W 2. coams F o� z z �� Q LL a w INS a W ¢O oz - 3 O v w< oza '0 a o3 T w co 2 � rn m m Q 0 L ^^ J 00 T Q O 0 r, r � � 0— 00 C.C> Y o 0 GC> m IZ Q O (.004 '-O CY) N Q LO m E w = co 00 0 z z E N a)N a 0 � Q o O � JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. 10 T-- is g+ 3 �v a> `v V) {, o 1 ¢ r l- o I 00 r,, o I - O O C I N 1 L i v cr) ''..( O C o ) O J I O) O I N F- r v 0 n v� 3 CV cV O CL. C F2 N N E O L v c J N O r E2 U O 0 U v 0 a: O 0 0 v r N O Lo 00 0 O _ d N O 0 00 Q m a� v rn 7:12 SLOPE ZONE-1 ATTIC SPACE 27 SQ. FT. n,, 70KIF_1 7nKir' A SYMMETRICAL (1787) (1666) (1666) (1787) ZONE-1 ATTIC SPACE 27 SQ. FT. 12 ROOF PLAN SCALE: 1/4"=1'-0" N , 00 c o N d =c > W C) G. -;-afm x 9! . 9 �++ <a o r✓ tNA d N N E s c . -. A).... V = 4 i d 7 � � 0. J a. ..`O�Yy�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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W Q vE 0 0M o V, O N o 00�N 0 0?In MOM r/ C/) � � U Q M v '� LL E J LL W CU � a z 10362 _ w — o a Y m E °� L y O O W ��pjO m LZ L LL L N Z Q J M J 0 Z N OU W ❑ ❑ O O O z z o < — r` 13 N M z cD Q)1 , 0 i V w C U° 0 W OOft (V r— N U � E J — 8 S L d U o U) Q 0 e _ ® r• C:, o � � w Cl)2 o S z z J 11 C i ¢ o z o QN Q C 0 WI z Z Q ❑ a I— C X o �¢ w¢ UU 0< O E �o az N¢o ao L ru U:) C: m � O O ¢ Z U) J N m Q W N a z Q w JO a �W T ?� U 0 a<r � x z ¢ =3 O O O O w o¢ nr S O~ C Z¢ Uri E 0 r M T 01 f6 Q U I— 0 LO 0 T : Q � :3 0 Vim+ C.C:) Gfl U 0 Cfl m Q Q ate-+ N LO ~ rn N C:) C o c0 N 0 co Ln o0 t j l f d" Q) r c ' CO Z N Z _ Nt E N . a E ll U J Q � J JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 3 v c 0 I 0 J rD CID O I 0 O) 0 F— Cr V) 0 I '00 ' J CID -4- Cr) 0 I O CD O) I N / v Cr 0 v) c 3 H Q N N a E N E 0 2 v J / L7 0 U C U U w �o a 0 U J N LZ N O u7 co co 45 v 0 0 a N cV 0 00 0 Q m v a) v cn (1787) (1666) RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. VIND SPEED (ULTIMATE) VIND SPEED (ALLOWABLE) :XPOSURE CATEGORY 140.0 MPH 108.4 MPH C Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 1 Od x 1 1/2" EFFECTIVE WINDAREA (SQ FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG. A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" [4:12]-[12:12] a=4ft � ®I v 1 I O I I O I 1 �® I I I I I �� 3r 3r� �r AREA ROOF 1 2e 2n 2r 3 3e 3r B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" HIP -35.94 -49.57 -49.57 -49.57 D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" 10 GABLE -38,22 -38.22 1 -60.99 1 -60.99 -60.99 78.58 E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM Fi667 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 Fi667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'/s' EXP. 1 CY16) or 1V32' EXP. 1 (33/16) TILE: V32' EXP. 1 (3�s) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (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 GABLE 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. F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" WOOD X 2 1/2" SDS WD SCREWS & (1) OO ATR a=4ft ROOF > 20 TO 45 DEG. [4:12]-[12:12] M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x21/2"SDS WOOD SCREWS & (1) 5/8" ATR NOTE: • SEE D1 SHEET WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" 9'4" TOP OF MASONRY WALL Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 18'-8" TOP OF MASONRY WALL S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET wl 112" MIN. EMBEDMENT. 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. rT (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 114" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 114" x 3" WEDGE - BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d LLJ-2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 1 (20)1od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS *** DO NOT DRIVE ALL EPDXY NOTE: DOUBLE ARE FOR ROOF NAILS THROUGH ANCHORS SHALL FELT REQ'D LOADS ONLY THE TRUSS PLATE USE SIMPSON ON ROOF PITCHES ON THE OPPOSITE SIDE OF THE TRUSS, "SET" OR USP CIA-7000C (SEE MANUFACTURES 3/12 & LOWER. WHICH COULD SPECS) FORCE THE PLATE OFF OF THE TRUSS. REVISED 12-02-20 TYP. INTERIOR WALL LOADS -- ROOF FLOOR JOIST SPACING OC FOR CARPET = L / 360 FLOOR SHALL AREA'S = L / 480 W/ 3/8" BE MAX OF 19.2" MAX DEFLECTION. OC FOR HARDWOOD & TILE AREA'S & 24" BEARING WALL FOR TYPICAL ROOF FRAMING DETAILS DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ■U 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN F— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: a<. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS a<. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = V-0" LOW ROOF &FRAMING PLAN SCALE: 1 /4"=V-0" 12 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR 92 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS el 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. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS N m za ® u n � ,n �o 6) y cc o a3i d st u a) a c, cc N � � c o O. U n- O ' (00 a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V! W g0 E co t 0 N Ls 80 ° r, N U) J Q aj co V C 25 LL -j Z Ji Ly m LL 55 d o Z mc:rn L (0 c, Z y0c io2rnrn x w Z uo N Z Q �- a co r O U a zLMLILW W 0o� QD M � z N M o� z z o Q J � N r- V) z CD o a--+ (6 N w O Nal w o Ly N wa U w E r2, u) Q No sQ �� r` C) � w M o 3 z J LL E r Z o Wo � > z <� Q OU z z© ❑ a g 6 CL O E x� �¢ uo o< z ,� wz N L Woo 6z �H mo U) c _ c Y o z Nm QW z Z (A 3 < 0< 3° � LLii a �w U it a w¢ .J o � cY za a 'o 0�3 c .s r N >M 2 N m CL 0 0 OO T 70 C Q n 0 O 1 r'07 d 00 CO " O _O Q 4-1 N co Ln 00 j Li') (0 00 Z m Z E N a) m a E U -j ¢ p JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 12 T— 3 i v N d; 0 0 I J O I 0 rn 0 I N i v 0 0 00 co co rn 0 I 0 rn 0 1 N v C C N 0 CL E v c J N r7 0 U C U U O i a 0 U J LZ N O �C 00 ry 0 0 d cv cV O 00 0 Q 2 v cn RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. VIND SPEED (ULTIMATE) VIND SPEED (ALLOWABLE) :XPOSURE CATEGORY 140.0 MPH 108.4 MPH C Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - lOd x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" EFFECTIVE WINDAREA (SQ FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE O VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG. A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 10d x 1 1/2" [4:12]-[12:12] a=4ft /v1W17 AREA ROOF 1 2e 2n 2r 3 3e 3r B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 8d x 1 1/2" HIP 35.94 49.57 49.57 -49.57I D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" 1p GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN r— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: a<. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a<. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN a<. FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1 /4"=V-0" 12 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER-1 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP, AT INTERIOR BEARING U.N.O. LA- co SE 0. 00 x CONT LEDGER cV 10 o LLLL Lu sILco e LU co (13 W Z. ,01 m 10. < CL CD 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS N N a rs F— 's � LiJ O i � q a-c y td CJ ti- 'y>�N.G N y � "'3 ca =- m co y CL C )r o r 7 s\ ao Or FSS1Q� � e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q vE O � o 3 21 v 0 0 I 0 J O I O Q) O I N / v 0 0 0 J r` 0 I 0 -d- 0 I v C Cr Q v� 3 Q N 0 CL E FT E 0 v J N L� E2 U v 0 UI U 0 a 0 i5 J LZ N 0 GJ 0 0 CL N 0 00 a cn VERIFY METER LOCATIONS WITH BUILDER PROVIDE 12" MIN. VERT. SEPARATION FROM ANY / ALL UNDERGROUND UTIL. ENT WALL LEGEND 8'-8" TOP OF MASONRY WALL LLJ (GARAGE) 9'4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL FLOOR18'-8" TOP OF MASONRY WALL ONLY. • FIRST FLOOR BELOW. -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL WP Vr\ 1 IALvv 111E llJ PER SPECS � WP ��r PER SPECS (1666) PER SPECS (1666) WP I WP �\ vn rnL_vvrr�L_ n.� PER SPECS (1787) 1st FLR ELECTRICAL PLAN SCALE: Y"=1'-0" Riser Diagram 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS I- ENTRY 1 1 I I I I I I I I 1 / / / / / / / / / 600 AMP SERVICE 00 150 AMP 00 150 AMP 150 AMP 150 AMP (2) 3" SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (1) 1 �" SCH 80 PVC CONDUIT WITH (2) 2/0 XHHW AL (1) #1 XHHW AL (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL 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 ILL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G. F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH j3 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 P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS —� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT c N � o C2 - >Uj o . �o N - N' M C.� a... Q y r--N 01 �! G1 =' 1= "' c co L tD y N .O to �- G >r <% O d U .. 0 .s— N N 0 N CXDI 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E 0 M a o 0 omR� C W N 5 In H rnr-- r,�a co'T # LL Q C J LL W LL 4 _ W - a d Y 1103 Z (- cc L (6 Q Z _ L_ _ oQ (0 N � W o S W co C' °. m w Z r- Z d F r) M 1- N Z O U U 00 U) W El 13 0 U rMi z N o o z o � Q J — � N r E3 M N z V1=1 /� . fl C 0 W o 4-1 o � Lam, o U O LU o N c ti•6 �N U) U LU '^ - e mop z ! alk U o y U) r.to � o (fl � W co M z o z � J l.L n ¢ zo oo rry z o ¢� fa_ E wz zp na a 0° 0 CDE ov oy Z Z fo z 00 N o o, Z _I m Q W � m < o. ag 0< a O co ¢ F '0 a °� V ¢ 03 c o r m > co T i ui m CL 0 F— 0 Ln CO Q 00 n r Q 0 r_ 00 r%�� C� "' m CL C- Q T '-' CN ~ rn O N O CO T E E 'E Q0 OO o z z E a E U ° -0 p JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 14 11a.1 :.Ilfiltll �I lol t f tv IDlart.iil —AHi i S a.nL.L, i uumnui,u c 0 V J LI WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL FLOORU\AAAA/NAA 18'-8" TOP OF MASONRY WALL ONLY. • FIRST FLOOR BELOW. -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (1666) SYMMETRICAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (1666) 2nd FLR ELECTRICAL PLAN SCALE: )/4"=1'-0" Riser Diagram 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 600 AMP SERVICE 00 150 AMP 00 150 AMP 150 AMP 150 AMP (2) 3" SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (1) 117 ' SCH 80 PVC CONDUIT WITH (2) 2/0 XHHW AL (1) #1 XHHW AL (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH 6. 4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB 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 �J]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH l✓ J ROUGH -IN FOR OPT. CEILING FAN ��� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ r J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT N C7 N 00 N p U C, N LA- C3- •(�11- NO - W t0 Q r N � 3 co � o3i ar s` cc G� cc N CL � E ,o a � „ CV N O CV i 00 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. H W Q 0 E M o V 0 S N N N 5 a, W rnr- r,-� H a m v # N J L LL w J a = - d Y Z Co C W o� N 9 O se se 2pjW U)M mw LL 0Z L0 Z < "oZO U 8) W El El U Z N M O O Q Q E3 M z U v �N CD o w a V O N W o C N = 'o � — rco U J E U o 0 • �® '� m M o w J - E zo s o � y� Z< wz c6 � �o oa w 0 ?p E K , a0 O O Q az � i a o �w •= N U) ¢o 0, m� O O, 10� ZE Zo 3 Q� ?� oLL aZ w 0 r Nw x aLL �3 O �F ao a N Ia o T L LL O 'M O2 J ru CY' Q LLO !— (D -00 L O 00 Q p t— 1 Y 0- 00 . o 0 Co +-+ CV ~ •—� a) O N O M 00 In T \ (,o 00 z m Z E � 0)cc r_ a E 0 Q o JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 15 � IMH��I�RWeI�AIMR n�rmmuras�mml�a� 3 ,o `v cn� 0 Lo 0 I 0 J r` Q) O I 0 Q) O I N ID L cn 0 0 I v to J to O I 0 cn O) 0 I N Cr ( ti N O d E a) E 41, 2 0 c c _N r `o U v 0 U N V N �O a i 0 U J 47 r N O 00 0 0 a CV cV O 00 M Cn m v VERIFY fV LOCATIONS BU PROVIDE 1,' VERT. SEPAR, FROM AN) UNDERGR I SYM I TRICAL I I I (1787) (1666) (1666) (1787) 00 150 AMP 00 150 AMP 150 AMP 150 AMP ELECTRICAL SERVICE PLAN SCALE: Y"=1'-0" 00 Q CD o ' O � 41 w E Cf O r_ Q V 3 W 3 "- .°' N Q. C W p ry ca 9.. s� N N O CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a aE 0 o m U 0 N 6 0 W CD: N OD r 7 Q N M CD LL V C J L4 w J LL u- d C103NN Z—ra Lu Co c az " mj r-C, W a ;. OcoZ-L�0N LLwJ 0 a- ; O 6(0) Z C/) W ❑❑ z z N M o o m N z J CL — 4) N M n, Z �r -Ro c 4V _ o W � Um 0 W p tft U W J o® r— — E e r C U) 0 N O� O ¢ M , 0, 4 � J LL, Q E E O zo o0 Z o QN Z CL �z O X U ¢¢ w O O U O N E a z O< a z L wo ¢a O MO . cf) ,II y U Nm O 0) Qi J �� Q W Mtn to N > > aw oo: Zz son Q a0 LM U a<� F� 00 <¢ O ozli yo a 3 o r 7n > T y N m Q 0 F N 0 Ln CO Q t� r 0 r �p 01 U! Q C> m Q T F— N LO �+ O cfl c) N cM LO 00 j L 0 (0 00 z cc ri Z E a o U ° J �76 Q JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 14.1 cm 3 L v _ v N 19 0 �O 0 I 0 9 CAD 0 I C) 0 0 En 0 LO J 0 I 0 0 I F_ tn� v+ 0 3 i a E tv— E 0 v rn •ate+ U v c U i 0 a 0 0 a> t� The appearance of a company's name or product In this database does not in itself assurethat products so identified have been manufactured under UUs Follow -Up Service. Only those products bearing' the UL Markshould be considered to be Certified and covered Linder L's Follow -Up Service: Always look for the Mark on the product. UL permits the reproduction of the material contained in the:Online Certification Directory subject to the following conditions, 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/of:Certific8tions (files) must be presented in their entirety and in a non -misleading manner; without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material; In addition, the reprinted material must include a copyright notice iri the following format: V 2019 UL LLC". UL and the UL logo are trademarks of UL LLC @ 2019 All Rights Resented. GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NLB) A 3/4" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed lines in sketch). As an altemate to an air space, the steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 31/2" glass fiber in stud space on both sides. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC 1" DensGlass@ Ultra Shaftliner'"' Thickness: 31/2" (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GP/WA 120-04; WHI 495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: Based on RAL TL89-383, 11-10-89 an alternate; nom 3t32 in- thick gypsum veneer plaster may be applied to the entire. surface of Classified veneer Baseboard With the joints reinforced with paper tape. 3. Nails — 6d cement coated nails 1-7/8 in. long, 0.0915 in, shank diam, 1/4 in diam heads, and 8d cemant coated nails 2-3/8 in. long, •0.11 in, shank diam, 9/32 in, diam heads`: 4- Gypsum Board' — 618In. thick two layers: applied either honzontally or vertically. Inner layer attached to studs.with the 1-7/8 in. nails spaced 6 in, QC. Outer layer attached to studs over inner layer with the 2-3/3 in. long nails spaced 8 in. OC. Vertical joints located over studs, All joints in face Layers staggered With joints in base layers. Joints, of each base layer offset with joints ofbase lager on opposite side. When used in Widthsother than 48 In., gypsum board to be installed horizontally. Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating 2 hours 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: ToughRock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25A mm) ToughRock. Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in, (610 mm) o.c, 2. Gypsum Board: Metal covered using 6-in. (152 mm) wide Y2-in. (12.7 mm) DensArmox Plus Fireguard C Interior Panels or h-in. (12.7 mm) ToughRock Fireguard C gypsum board, 3. Steel Studs: W shaped Studs, 1.1/2-in. (38.1 mm) wide X 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in. thick galvanized steel. Cut to length %-in. lessthan the openings height and spaced a maximum of 24-in. (610 mm) o.c. - EXTEND THE (2) LAYERS OF 1" THICK USG GYP. - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'4" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB 1 Hour Se ration Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION *C%I c � _ o ® -a 9 W - O C Q.� N `N •.�` E c ,c ib ' ai as sa � � T N Q" C t: f� W i� 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 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W 0 g 8 U N I o N W C ? ID ;-, n to �F- r- rn 2 co � N S Q 52 J LL ua W J W L Lu Z .. _ �o 0 w 7 f0 N �2 W �L `o`�L S - °' 0 Z IL' m w J LO NZ N Q o; z W M Z N M O O O QNQ Z O Q —o M z 0 �N LU Ow 0 0 N w � mint— J oEE L U I it cJ 0 N O� C:,� w z co co o r � U_ Q E E ° �o as 0. 000 o O C:)w0 a C')F < 0 G 2 Z m U m 0 Z a Q� °oLL zZ a0 S_ LL0 0 w U ¢o _ �= a� 0� o a rt oa 03 >M ai rn m � 0 ~ (3)O L0 L J lqr 00 r Q n Q O 1 r 1 00 Y o CEO m CL Q I--- -0 Cy) O O CV Ln o0 j LfD iD T I (0 00 0:E Z m Z N E � �o a E v � Q o JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. 16 1' _r IN v+ i 21 v v cn 0 Q rl- I 0 Q1 0 I 0 10 I N v Cn w0 0 0 I i 0 J C0 CID 0 I 0 �I- 0 I N L D- N 0 c 3 Q N C] E y N E 0 S v C C J //J N t� U U v c 0 �I Z 0 i 0 U J N r N O CN !;2 00 c 0 d CV N O u7 v 0 Q m v Cn "p0jv' v' O O O O °1 8F8-1B/1T 8F8-0B/1T O O • O O • O 8RF14-1 B/1T 8RF14-0B/1T 8F16-1 B/1 T ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D " 1-1/2" CLEAR Lu Lu W V bo CJ C.M.U. n (�0 �Om _ Lu W W a -fit- W-0? 0Nam W U)� r 5 REBAR AT BOTTOM Q Q z = MIN. (1) REQ'D O 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O :O- 8F16-0B/1T OO O O O 8F20-1B/1T 8F20-0B/1T O AE U• v v 0, v•♦ O O O ° O 8F24-1 B/1 T 8F24-OB/1 T O O O O 8RF6-0B/1T v' • ° O O 8F20-1 B-2T AE SYMMETRICAL n [E nE nE E SYMM TRICAL E MIN. I I MIN. (1666) (1666) 1ST FLOOR LINTEL PLAN (1787) SCALE: Y4'=1'-0" r+s Qo N U � C3 -� Cv } W U a c� o cc o N a, O f0 as coo C s 3 � tir _d'� N EC 0 a V L O IIrtilizz,17 �SB •• �••� + N U e� w "- L tt Fb6 Q'ittlt(l�t. �6 lj 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 -zr E O C) g0 O 0 7Lr) N N 0 r t` 0 N aiMc Q C J W W �"" Z M a o CLL9 _ o @N(O O W 0 r- Y, o W com Z co M ci Q r ;^ N r Z O U O W 0 El CD N (h O � o� Q r_ M V) v o Cn v w� oFE ° U �N � ) U= W J E - p eel x 5••.. N z.+ Q m �� ti o o w z [h M z ¢ O z 4 J I1 Q Eoo E O � o >N ¢N zo oa CCf o 00 C O N E XU a z 0V d Z wa ¢ L (6 C/)x _ C a O m 0 O O, Z F 65 J m ¢ W �z C') 1 0,Q <d 2a 50 ONE a z u> w � wLL ¢ a OLL F � �z = C7 nj O CO a � o r N %M 2 � m m CL Li7 H N O CO Q 0 r r IL C 00 L0 Y 2 Q v ate-+ CN F— N LO O � rn -0 � 04 C� r C0 00 Z f0 Z O qj. N E V a E U J Q 0 C= J JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. L-1 �;. ,�, • + _ d -� i'f � �.ky4l�5M�� � i' ��Ni��� ^�' i 7 >S p: a+ 3 0 C Cr cn 0 CD J r` Q) 0 r O I N / 0 V) 0 0 I C) J r` C 0 I 0 I N / v 0 O� 0 3 N O v E !n E Cn S v / LZ co U O U U N •O a`. / 0 •U J N 0 00 tip+ CM O CL U O O 8F8-1 B/1 T O O O 8F8-0B/1 T 8RF14-1B/1T8RF14-0B/1T 8F16-113/1T © O 9 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP n MIN. (1) REQ'D 1-1/2" CLEAR w � F- C.M.U. bo Ua) t; X tom _ S Lu O W J w�Oz o�a� cr ul Q o w U) 16 5 REBAR AT BOTTOM zw¢ o zo MIN. (1) REQ'D 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O U0, 8F16-0B/1T T) O O O O 8F20-1B/1T 8F20-013/1T O O UT 8F24-1 B/1 T O SF24-0B/1 T O ♦'� O O • 8RF6-0B/1T •e v� ♦ e O, 6, ° O O 8F20-1 B-2T (1666) SYMMETRICAL (1666) D) 2ND FLOOR LINTEL PLAN SCALE: y4'=1'-0" 0 C%d 00 > W V c� o Q W l� o a C f6 (.-, N Q C 4 Y S s c W V Q 10 Q3j W a � V W cm W N W- O. �o 0 S o-4 a OFw 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W ' E 0 a o m N d W C 7 C) N 0 N J Q C J w W J � iL o_ 103(' _ w Z _ °' o L (0 O _ Z W 7 —_ (6N � 0 O W CP m ILcn u7) M Z Q J J 0 ;n 04 O U o Z W ❑ ❑ M � o g Z N z o� � Q J N r M U) N z WWI 0 4-1 w = M a o� u 0 w o Ly N IVI^i/all co w J E - L zi'`�,• U o N o f` O co ¢ w M co co w o Z Z < J w ctv Q � E zo � o wz rN z< Z Q 0a co tz go o¢ lx UO 00, C Oz CDC N a o wo Q a z L O m 0 Y � < W }S f> C:,> p¢ K Z d Z nw —) C-)o ¢0 =F r � v=oi� r� O F ozl¢ ¢ O 0 00 V s r N > (ei 2 1 N f0 Q Q LO J d- 00 Q p^o 1 LL 00T W co MCI - O �� _o Q ate-+ OC CV ~ 0 CD N LO L0 O O (.0 CV , O M LO LO L0 C00,E 00E (0 C6 y z N Z � E qct N N CL U J Q 0 1 C —1 JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. L-2 1; llill ! d __T_ o, 3 21 v Cr 0 LO I 0 J 0 I 0 C) O N v cn 0 I 0 r` 0 1 0 0 5-1 v v a Q N d E FT Cn v J co LZ 0 U v U z 0 rz 0 J N 0 00 ay. N 0 L 0 Q m 0 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 PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN 2BLOCKING TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A XA G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D X-BRACING - 2x4 SPF OR TO PREVENT PLYWOOD SYP w/ 2-16d @ EACH TRUSS SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP CK WEB SIDE OR BOTH IF REQ'D) C (2) 12D NAILS — I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT 2O.C. CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED EACH DIRECTION TYP. U.N.O..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 SIDE w/ (3) 12d NAILS WHEN NAILSWHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & R UI D SON HTS20 REQUIRED w/ (2) SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION - X 1 1SI 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. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. " CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1 /2"= V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUS2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING WOOD TRUSS SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP WOOD TR SS BLOCKING DETAIL U SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F. F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE 1/2" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT PER APPROX. EQUAL AREAS. — 54/D1 SPACING. DOUBLE KNOCK-OUT_j ." — BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION a@ EXTERIOR WALL 53 SCALE: 3/4" = V-0" L 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O 1 O O I SPLICE O 1 O O Z-0 SPLICE BEYOND PART. ELEV. VIEW DBL. KO. BLOCKI L. n..- L. MIN. MIN. TYP. 10 D � � (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. 24" MIN. (2) 2x8 P.T. LEDGER LAP SPLICE ATTACHED 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. v`I DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD T OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASOI SEE P DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" M\ 10A TnCKIAILS 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 SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) a"x3" TITEN2 SCREWS @ 16" O.C. TRUSS -OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52 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 ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) _ (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE \ RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL STD 90Q HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH [ FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S TEI 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) 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. 4 � (TYP.) o o EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING ° o R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 o o 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH 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 O BE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO U z Z 1x P.T. BASE NAILER ONE SIDE OF THE U) STD. 902 HOOK FLOOR TRUSS FOR AN a (SEE DETAIL) AREA 5 1000 SQ. FT. OF J 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 a' EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T ORD BRG. FLO ST 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.) 8" CONC. BLOCK (TYP.) PER UL905 z �a- 1x P.T. BASE NAILER ;n N 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) III 2R (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW0 SCALE: 3/4"=1'-0" PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. 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/ i— LINTEL SEE PLAN SEE PLAN TOP OF WINDOW 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 F SLAB F.F. 00 VARIES WITH o SITE GRADES N SEE PLAN CV 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N 0 ev N � d C..�a:!oD yNG a- N oro Q r N � v 7 � L y P = t L o> � :'. �diaE+313f�,,aaa D t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 4M OE U (a 0 Col N p 00 -9 =3 a N M V 2S2S # W C J 5 W W _j 55 d _ — d L 4 Z c �y eo o W 0 NN Y, n o W Zco �2Qj Ci m J N < N OU Of o Z W ❑❑ M � z N o z to N o Q r N z C� o 4-1 LLJ � m V �O NI ,LU 6_ Ly N U ,. Rigl— 8 A L o U o' N c W d 0 �® �m o C w CM M m o z z U_ fl. E 8 � oa zaa � Z© H R. 0 O o a< < z �U OQ dz z CN r� wo ¢o w �w M m�E U Cn C - oY U �m o, Z �. aw �n N < o¢ z z a� awLL �w .) 0 _ o O w� >0 a Ov i: .s r N > CM = ai m CL [-- °o LO CO00 -a o `1 p T ^0 LL 00 Co 2 0 Izi- O cfl C° a a Q 4_0 CN LO N LSi 0)� N O M Q Ln oo to Oi \ T a� E w i E � 00 0 Z C6 tl U < 0 C C JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. D 1 3 i v v Vi 0 0 CID J A I n D7 O I N / v O 0 I 0 J n C) O I 0 rn 0 I IV v cn� 0 / 1ZC tz a N N a E FF N E 0 v c c J / r7 U v 0 �I 'o d 0 U J LZ C> 00 43 0 N N O v Cn Q m v 4 9'-4" 8'-0" EXTERIOR WALE �r 1"� I I rrr.0 SECURED PER NAILING SCHEDULE A A B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1 /4"x2 1 /2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS a SECTION VIEW 1 D2 2" TITEN HD W/ MIN. 5" EMBEDMENT SEE SECTION A -A FOR MORE INFO. 2 PLY 1 3/4" x 16" LVL (1 ST PLY ///,—WOLMANIZED) LEDGER OL 20'-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER OIL 18'-8" — MASONRY PARTY WALL, SEE PLAN FOR FILLED CELLS INFO N IM 2x4 #2 SYP P.T. CONT.' 4" TAPCON @ 16" O.C. ROOF/ EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE GABLE END ROOF TRUSS W/ USP RT3A CLIP EACH END 2x12 BM. W/ (4) 12d NAILS EACH END (2) 2x12 #2 SYP BEAM W/ SIMPSON HUC210-2 2x12 #2 SYP P.T. CONT LEDGER W/ (2) 2' TITEN HD (EQUALLY SPACED) ANCHORS 2" FROM END OF BEAM AND THEN STAGGERED 24" O.C. W/ MIN 4" EMBEDMENT SECTION AT ENTRY (9) 2' TITEN HD it A" All All (6) "' TITEN HD EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE 2x12 BLOCKING @ 24" O.C. W/ (4) 12d TOE NAILS 2x LEDGER (2) TITEN HD @ END X-X SECTION (PLAN VIEW) SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TB13/D- ROOF SLOPE PLYWOOD ROOFING MASONRY WALL MIN. 2X4 #2 SPF P.T. SEE FLOOR PLAN - CONT. W/ (2) 1/4 FOR MORE INFO - TITENS SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM LD05 SHEAR TRANSFER EXT. WALL D2 SCALE: 3/4" = 1'-0" 4" , 4" , 4" 0 0 0 0'v� El 13 0 1111 11 b z B1G TRUSS USE: • SIMPSON HGU3.63-SDSif/ (60) 1/4"x2 1/2" SIDS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS A -A ELEVATION VIEW TRUSS CONNECTION SCALE: 3/4" = 1'-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER 2 PLY 1 3/4" x 16" LVL (1 ST PLY WOLMANIZED) LEDGER 20'-0" 18'-81, - (4) 2" TITEN HD V C 0 C2 2 N en as; o m 07 N •Qj c G y.. 0 c� •3 O R y. Q Co o o. I �"Alf J+ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q 0 E M O 0 "_ 00 co: 10 W N N r N 7 LO W U) Q N 5 J C J 52 lL a _ w o Z CU C L (6 0 t O IN 0 � � O W Z LL -� m J Z 0 ZO Q F- N N O O U Z U W ❑ FEE low N (h O Z N z o � � (nvl a ^ , M 0 Zv C V! 0 L O W p {IK V) N F-.) c6 F-- W J _ —I Monk — Eus a3 L = w � VII C U) ¢ N 0 ti O � w z M M M z o < J lL E ¢ o. z<N o- p E V wz z0 oa rO x0 U 0 O 0 O E p U < az � o C'0 �m U3 a� �' aw z U) ai 3 Z OEM S z �w o� �3 o WY CD W ,o M � z� I< a �~ U Zi c N r >M m m a � F-- 0 dam' o Co O n r O 0 1 r d 00 co Lfl m Q. _Q CN O (0 N LO o 0 � Lid oo j E c 0 (0 00 d Z (6 z > E � j6 C d E U J Q 0 J JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. D2 3 i cn 0 Q Lo 00 to t 0 O J to 0 I 0 I N / v 0 O 0 I J r` v, -a- 0 I 0 0 I N F- v ;v 0 a / v, N 0 / v a E E 0 `v / a L� 0 U v -3 C-3Cl- / a� -o i c 0 U J 0 08 0 a N 0 00 U 0 m v rn 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 EX POSED 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 L/480TIMES 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 LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 3" 1 Y2" Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED 'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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. mBust be removed be�ore exterior soi(treatmortar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE 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. KInTG 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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. >V c N OO N 1--- � v U d: O 9." W o� 0 p C.1 'Q Ncc N _mac -_Cc o a a N C E c >_ae c i C p -. CU p.2 T fn `7EL o Cl-u. Zk_ C v cv. 0 R. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E 8Q o o O N O „,, C: N 00 00 m N S rn m U) r- ° N�f/ �Ma # � LU JLLIL o- _ Lu - o a Y Z m c L p w o z LLW U5 °' m J Mz Q N do < v Z W ❑ ❑ N N C) _ O O z � N z o � Q -1 cl- � z O L, o wra r- o C� W J E ma'... � w C) 'o Cl) 0 o Q o C w M M n o Z Z ,-,_ CL E O 2 0 w QZa Z o g0 XU �U pU C CDO ar U < a Z CCN D 03 ao Qo �J U) OY m� o oLL J �z Cn a ¢2 U S§ a -Z W w <o a� �3 � r �o C:)w CZ)a= ul 0 3 c .o T > (y) m m m Q O N °O Liz CO 00 n T Q 0 O 1 r C 0- 00 Co Y U)m �- O Q CN O CD C14 ~ a_+ .� O N O COLO 00 0 L0 E w c (.0 00 0 z z E ' U) c m a E U o ai Q 0 c JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. S N 3 v 0 I r, C) O I CD O I N i 0 -2 LO 7t 0 I 0 CID 14- r` cn rn 0 I 0 0 I N i F- 1W 0 (N 0 C> Q N 0 i v E 1.2 E 0 S c J r 0 U 2 0 U i U O i 0 U J N 0 CN 00 v 0 0 a N N co 0 r m v cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II Imo.. .........'.L L.L...� ............l.l............ I.I..... .. L .I..:.:':.':.... l .i . Imo.... I.1.... . 16GAx1-1\2 LONG (3/4 -1 CROWN) i�l STAPLES @ 6" O.C. VERT BETWEEN .........1.'I . I.........1.1..... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS j (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF �IJ HOME H C G GARAGE SIDE 01 5'-0" 000 a - STUB -OUT FOR lir GAS METER 0 0 � U O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-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. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" - (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x — P 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 DOUBLE JOIST CONST (Not required if both load Filler bl 1/8" gap FILL CELL— r— STD. 90° HOOK r— BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 CONT. HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. a4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit Leave 1/ " between t f filler blocking n bottom of to flange. 3) ea e 8 gap be ee op o e oc gad p g 4) Place joists together and nail from each side with 2 rows of 10d nails requir ywood/OSB web stiffener 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange hcutst. Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum). Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES � DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10dl nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) El Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate -- BCI5000e BCI 6000s® BCI6500s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 9-1/2" _11-7/8" 2-8d 2-8d 28d 5-8d 2-8d 3-8d 14 __ 2-8d 5-8d 16' 2-8d 6-8d BCI60s® 11-7/8" 14" 2-8d 2-8d 3-8d J' 5-8d 16" _ 2-8d 6-8d BCI 90s® 11-7/8" 3-16d _ 316d 14" li 5-16d 5-16d 16" 6 16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer 11 Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over blocking and wall or beam below.* — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- Zo to 6„ A 1Y" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" S 11--a" 1 .1". 2" 1'--2 V- ' T-3' 1l-7" 11 " 2, 4" 2'- S'- " 37" Any 16 joist T-U' 1 1,. 1 2". .1' z' V-3" 11-91 2-41 2-111" 3 7. 4 2". 4-9' _ _.12 _....__,____e.._ Spp - 16 1,-"® 1'-1.1" 1 2' 1'-Z. 117," 2'-6° 3' 2" 3'-10" 4, 9' 6_7,. -4' � 2" 20 1' ()" 1,_1," 1, 1' 2," Zr 3-U' ' 4-1{)." 6'-t k,," 6'-11," 7"-11," '-11"P 24 1--0" 1-_1,. 1,-2," 1'_3"" 2' 6" 3' 7" 4-9' 6` 10" 7 2" 8'-4 gam" 16' ' 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. %" 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 1Y" 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. N.T.S 5/81 THRU BOLT 1.0 SIMPSC w/(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL i �:u�onon����one Backer block (12" wide min.) :III —III —III —I 11— =1' Nail with 10- 10d nails. -III—III=1 I I —I I—%�; ° _ Install tight to top flange. SLEEVE THRU STEM ° Joist hanger SEE PLAN FOR °• a . • ° FOUNDATION INFO 4 STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top a� mount hanger load exceeds 250 lbs. — Install tight to top flange. 4 I I Iml I� 4 a III —I' 1/4"-2" gap I� - 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 nrequirements 0 0.6 X Joist depth I L L�l o I —JOISTS BUCKETS N.T.S. li A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFTVALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENTERED @ PIPE PENETRATION ]- a d I-11—I 1 1—I II�,�IIIIIIII � PLUMBING LINE PVC OR SCH40 SLEEVE I —IIM11,,•II1 III I - i- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE /—PLUIMBING NE rLINE d L d � a 4 n - Z � •'a � . 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a a 4 d 4a. ° 4a G 11=1 11=1 I; -I I I, 1 I 1—a —I I I I- II�1 a 4 •' -ICI il` a I�,JII- _I 4 ,— a SEE FND. PLN. SIZE & REINF. N N O N 00 CV H d ro U y W ci E. CcC� — m x w ,d 3 s ar c a 3 � Cc .� u m H C l0 p a V a _ 111111!flsEe�'��I�. 61 r �L J LO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 'IT E 0 N N m O C (O r FA C .5-� - N U) I -- I-: J Cq 0 ,cov � " Q C —1 LL W V' J L W d — O a- Y .L co _ r o �. j'Co N(p 5 U °' W On w Z co 0 LL N N z - J I LL z O U 0 U W ❑ ❑ Rai z � M 0 0 N likeoll � o � Q r Ua M N z 0 0 +� w a 0^ U,o t,/ / iw N U J 9 8 L RolW U o N c U) e �Q em co oco J w M o > z Z 9 U_ E � Q E O 0 wz Z 0 F- — �5 XU0 E¢ �o U 6 OQ o N z wo ¢ Z � d L n3 C - � Z Y mw 0 0 OZ , Cl)�� J �m >z it'. � oa Z= g0 a U a� — T3 w w = >O o � `< a r ° C .2 T N co 2 m 0 m I"— O • O o0 r = Q n O O 1 r Y 07 d 00 /1 �Y U) ^ O m +�+ M CV O c0 CN LO (N Cfl N C:)� co ll� oo LID 4 ';t (0 r r CO 00 6 C Z _ In E c 0 E U J Q J JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. SN-1 PASCO COUNTY t fi d Fk = i ] gi. Fr £ o, 3 v o- Cn 0 0 co co M CI I 0 CM rn 0 I N i v Cnn 0 0 I 4- CE J Cr 0 I 0 0 I 0 a Q CN i v a N O LZ L v c J 0 U y N O i 0 U J r N C=) CN 00 v 0 d CCN 00 Cn 0 0 Q m v V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" 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 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° a ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 1-III—III—III I II III —III —III=' I I=1 I I=1 1=1 11=� , • I-1 11=1 I--1' D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE "I=1 1=1 11=1 1=1 1=1 11=1 11=LI 1=1 11=1 1=� �' (TYP') VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) —1 I I III —III —I 11=1 I I I I 1=1 I I III —I i' -I I =1 I1=1I 1=1 I1=1 I1=1 I1=1 I I- i I=1,[TI=1 i I I I ICI RESIDENTIAL 8„ ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSHI - ON / TYPICAL INTERIOR BEARING 11�11 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH LUMINUM DRIP STRENGTH CEILINGDGE BOARD PER CODE (OR 5/8"LUMINUM FASCIA GYP. TYPE "X" @ GARAGE RA W/A HABITABLE ROOM x SUB FASCIA ABOVE) W/DRYWALLEESTRUCTURAL SCREWS @ 7" O.C. OFFIT SHEET SS CEILING & 8" O.C. WALLS "&'X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) "S" TYPE MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB m AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 'L �NOTE:EXTEND W1AXW1.4 WWF OR _ DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE C14 00 co D 60 6 MIL VAPORI I I I I II I —I BARRIER I , D 4 I D e • III= `" COMP. SOIL.I (COMPACTED TO 95% MODIFIED PROCTOR I I III —III— I TI I ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U.N.O.N ) TYPICAL WALL SECTION rA SCALE. 3/4 = 1 -0 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS z 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)1 Od NAILS TYP. MONO OR STEMWALL- 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 r- #5 VERT. IN FILLED CELL FOOTING MONO SHOWN ,JJ FOR CLARITY \ ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY _ I I I I=II FRAME WALL TO C.M.U. WALL CONNECTION 2x P.T. PLATE -ASSUMED FINISHED GRADE 00 I I III— III I I ,�-- SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 — _ _lEd I EEI _ — -(1) #5 REBAR w/ OPT. ' 1=1 11=1 I I=I 11= I I= 11=1 11= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" TO.H.D. RECESS � M ' e. • 1 I f-�= S I T M `. ° 4 I °° —III—III A 4„ I 60 III —I ' � 1=1 � 1 � a , • + .• _—I I —I I F a I...I11' I -II II_ I a+~.. IIIIIII' SEE A/S3ORJ/S6­-III IIIli,1�I.11 III-1IT 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. SEE A/S3 0R J/S6--- -I I �I I I 111 i,l l 1, III I I' FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION."I,— IV I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %$' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD CI C\/ Al N1 0411111111 IV I V � �V F I I I I I I I I I I I I I I I I I I I I I I I I — — — — — — ---- `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) —SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" —INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) —SIMPSON SP1 w/ (10)1Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND f2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 INCLUDE THE WALL 11 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS //2„ `� WWF OR FIBERMESH �3 1/2" MIN. I I 1=1 —11 11— JET- 4" L d q I I 1=1 11=1 I I- '� 1/2"(min.)- 4" 31/2"(min. -A"., III —III I I =T =III— 3 1/2"(min.) - 4" =i I=1 I — , _ �y I I - -III—I i —III• ' III=III _ 11TI=1 I=III 1 l l l �' (2) #5 CONT.I 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL na STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" —III—I I —I I =I I I it I I 1T=1 =11-111 I I (2)#5CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 O SOCVRE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �/ 1c N NUOU 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'-0" (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 1Od NAILS PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " SIMPSON SP1 w/ (10)1Od NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 6 x . 2500 x I C WWF E 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) W1.42X PT PLATE #5 REINFORCING _ r �= FIBERMESH WEEP SCREED INSTALLED BAR LU END OF 2" x PLATE WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR U ° D . i - GRADE 40 MIN. Fy= 40ksi = - `" - = z #3 & #4 LAP SPLICE FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a /,-Ll 25" MIN. LAP [30" MIN. LAP]. I I 11 11W -1 I I 11= '11=1T_I=II-6 MIL VAPOR BARRIER =III I I oo I I=1 I [=111= l I= °° „ —I I 1III �= ° — -1 #5 REINFORCING BAR R 1 7/8 #5 LAP SPLICE I I 1=1 I f-1 11= III —I III=III=III=III 1 (2) #5 coNT. - I I I -I I , , I h, , , 1(- COMP. SOIL. (COMPACTED TO I I II ° ° (I=I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 8" 95% MODIFIED PROCTOR ASTM _ 11� I (1=T 1r-T 10" (TYP') I I D1557) 4" V-4" #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 53 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �7 AT 24" O.C. MAX. CONNECTION INFO r; ° —� SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN ° — SEE ROOF PLAN (2) HTS20 IF FOR STRUCTURAL - TI, I I, 111T, II I ci BEAM SIZE & `� Ti.. CONNECTION INFO M P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 9 CONT. BEAD SEALA� .a e Q INTERIOR ° P , -3 1/2" a a.. r ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 II=III= 1= III M 6 MIL VAPOR ----� -II BARRIER 2x4 #2 SYP P.T. FRAMING w/ I EI' MIN 7/16" O.S.B. SHEATHING VFMITIM11 SEE /S6 V-41 81, z ATTACHED PER NAILING REIN FOR REINF. INFO. OPTION #1 w SCHEDULE = Q SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM U) S3 SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 I I 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8 I I I MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN I r> CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS oo z GRADE > FILLED SOLID (SEE PLAN FOR 7777 6 x 6 W1.4 x W1.4 "' SIZE AND REINFORCEMENT) _� LU 4• r , � w o LU OR FIBERMESH d. W LU :. _ -- '_ I— BRICK PAVERS or SLAB PER p LU `� z - • �' • °• z Q COMMUNITY SPECS U) I ,, I_ Y-O" FIN. FLR. --- - - --- 1- L _TIT=1 I[=1 11=1 11=1 I1= ?j - FOOTING 0 LU- U BEYOND II I „11 i, ; s _...• PAD REINFORCEMENT —1 4 �� (SEE SCHEDULE) FOOTING WIDTH 3 MIN. CLEARANCE .: n'S � � • SEE FOUNDATION 4 , . • CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" SCALE: 3/4" = 1'-0" S3 SCALE: N.T.S. S3 N iV N vo N O z, a a� c mvN rr C !t3' Q. N CC C2 a 3 a; �aCU o r CC 3 Q . CC CC 9 � T Q� _ E R o a w 0 . rJ �{ ,% E 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. NN W a d• E 0 o ON N m o C M co N °� 00 of N M (04 rnn� Q P N J C J w J �" ow W W L m0 � Z � 'VD O U, m w Z LL co 0 NZ a r 0 N ov U o Z W ❑ ❑ o 0 z � N z o � W Q J CL � N z �N LU O—� to w o U LL, Rig �- - E _ z U o o ° m II�N ti o co J w co cozo ' z z 4 LL- ccvQ E � zo -0 wz >� Qo Z® oa 03 — Q� U� 0 O E i p ¢o a z ire ro C, U mg 0 o, Z J C < � z C Ca- .° o ° a rn w U wLL �0 CD az 3 xF o 10z¢ w� }0 a 003 o T .N > co ui ✓T ca a � F— O J i CO00 o n r— :3 O O Q T— 0- 00 c� m 0 fl Q Q F— N LO O O O LO oo jII (( ��� �� (0 00 Z Z E E 11ICT� C c CU a U Q p JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. S3M v o- 0 Ln 0 I 0 J 0 CD 0 N I i 0 V) C) Ln 0 cn 0 cn 0 0 -n 0 I ;v v v- O i o, Q i a O a� 0 S 0 O_I N L7 Cn 0 �I i 0 Cl- iE .o U J LZ 0 00 0 0 N oco 0 0 Q m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH— (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE — SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION— CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION SEE ELEV. PRE-ENGINEERED WOOD ,::(TYp) _ 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 it 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ,`+ , + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO I TRUSS BELOW r 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 I-P 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 TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d / `— �� I/T 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 D SCALE: N.T.S. SL� SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (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 F TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J a a a a a 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 IL 1_ NOTES: lO 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. BLOCKING TYP. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED (TYP.) PROPERLY. ROOF TRUSS U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER 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 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL to > 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 TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a o n s a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BE 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" 31 /2" - SFFp ��w 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 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. 2x6P. J-BOLT TRACK BRACKET vvvn r nnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS 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 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 ' SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS fz'�� NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA, SIDE OF SPLICE STAGGERED ATTACH ALL -J EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ A F= 2240 LBS J'+ SIMPSON C SIMPSON SP4 gP2 P.T. ATE SIMPSON SP4 —t 0 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS / RECESS / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w U Q 2x TOP PLATE � � V 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) > (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. 1&NUT DXIED A.T.R. 2&NUT SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE ROOF TRUSS ABOVE 2X BLOCKING INTO �—(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED 2X8 WALL ABOVE SIMPSON ENTRY SP1 • K.O. BLOCK WI(1) SIMPSON SIMPSON —J-BOLTS @ 24" O.C. #5 CONT. & SP4 SP4 MAX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P AT C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM -` PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 N N OCR N " w O M. Cca m �.G �- C N to C= .2 d O N � E Y c d�=a cc o `o 139 O trYf4/ff _n I VIC 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 Engineers signature and seal. H W Q vE 0 c� ° 0 0 N N m y of N N m H s�,aO N rn��� Q J W W JLLLi a uj —'°� Z � W o z 'ca N co 0 o W o2� 0 °' m J Z ° NZ a N Z O U L) Elm W El El o g z W QNN � o Q U) J n N N M z c �- O u OLL, �t/1 C _ co w. � U C6 w H J E m •.. U 'o y c U ¢ N 0 � MID I� r_ o w 0! co M z o z Z 4 cd E E w� Z© oa CU �� UO ro C1 0, Sa z C:)¢z N W o wz ¢ w L nj c Q o m ' or o& J �m >Z �m Cn Q 02 ZZ go a mw v o >° V - z¢ a °3 c .y T' >M = ai 0) m o F— ^^,, 00 T Q n 0 00 co " 0 O L0 m Q +_j OC CV ~ 0 O CD 04 Lo oo L j l l7 E w � 00 0 z f0 z E N a `m a E U _j 'v :? Q JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. I'. S4M Ti\..Il..i k i I ..:._. SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 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 10/S5 MAX 9, BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "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/ 1Od 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) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2)1Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHENZN 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 AN2O.C. FIELD D 1" D 1 END TYP. TOP & BOTTOM ATTACHED 2 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" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" 0 C — @ 48" O.C. I I INSTALLED PER MANUF. I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 W/ (7) 10dxl 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" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION ("2 WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" 1Od. NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. W/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING C' NOTES AND NAILING x INFORMATION CD cc 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL W/ -WOOD TRUSSES ° 00 1 1 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 x 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & ( TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF>9" SEE 1O/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 1Odx3" @ 4" O/C DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD 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. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. NON - LOAD BEARI G LOCATION D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3 @ 4 O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 41NIMUM 2x 'ROSS BRACING SEE PLAN FOR .00ATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT . ,.. ,.. .. ., . , , ..., .. , ... _, ' ..,, _ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1 Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP I© "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA 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) z 7 11 BRACING w/(3) 10d x 3" AT _ 0 EACH CONN. @ 24" O/C \\-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8'r #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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Old NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB 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 J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. C w d w 0 o O i Z O Uj w -v o 9 d w o o � b ¢� o X w 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 REQUIREDZ 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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o` N N - C13 W C t o�C> E A 'm X c."- o- to o *- 4 N Y •� � s c d � 7 C= n C � 4101 t 1 I / / /t///i `e`\,`xx!!l R v 11� .7b . _ . 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W vE V O N O N 0.)0 �' a,)2co N ��� cnti��° � C J LJ Lu � Z J u- 55 rl w co a �. �N (p 0 �O' W Z LL �IN 0 m w N (V Q J Z do L) U) W z � M �o z � N13 z o U) V) M C W 0 }} a--) C10 W O N N w o Ly N = W J agoW s w U � 'o m ¢ � o o �Q N O �� r_ o z co M w z o 5 z U_ E 0� 0 E zo oo wz }N Q� ?© U —0.p< <� 00 S� C:) E o a0 az i ao �w m� o (/) C OY U u� O 0� Z F z _ Cn 0 Zo 4 U Q� 0< LL a -z U <� o� r C:)w coa oz v zoa o3 C 2 T N > (`7 N N a �I W 00 LO 00 CO T Q n O r 0- 00 C.C:) Y O O CC / Fn Q Q .2- Fes-- O cD N L0 LO o 0 N co Ln 00 L L0 a) r E .� M� W 00 Z coc Z ��} V w `m N IL O 0 'a ca Q 0 c C JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. S5 3 0 0 .a 0 I 0 n, 0 M 0 I 0 0 I N i 0 Cn .0 0 a LO 0 0 J 0 I CD 0 I N i L v 0 0 Q 0 N 0 i a E N E O C J N d Lz fn `o U 0 UI U a> �o a i 0 U 9 LZ 0 co 18 N O 0 Q m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATIO 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 <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS, FLOOR SYSTEM ER P\ = p I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" --" ', GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTILVIL- STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BARRIER W/1#5 ROD CONT. FILLED SOLID W/GROUT 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 � w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 `n FOR MORE INFO w o= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. INSULATION PER �Y CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT - OR FELT PAPER FOR - MOISTURE a;a J BARRIER ARCHITECTURAL FINISH E 5�' (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT U_ a EACH FILL CELL TYPICAL LU co 1x WD FURRING @ 24" O.C. n n AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE . .= —. iV " e a ' G a ;II.NISH GRADE op I=-1 I I-11 I-1 I 1=III-111—I 1 1111 _00 6x6 w1.4xw1.4 I I —III —III —III —I I I° d 1-111-111- z T WWF OR FIBERMESH I I=I I I=I I 11 ° 111—II1-1 11- T -III—III—III i l <. III-1II- ,,' II",III;III„'III'= (3) # 5 REBAR ON 3"CHAIR —III— STD. 90 HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" L B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD � / 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) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION 'END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1" " 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION 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 LU INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 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 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 77 TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I i NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4. � r I I "':e II I II d� a I II I I— a a. s da I I-1TiI III—) I_ I I�Tf 1- III III—III—III—i I I —III —I I I (3) #5 CONT. ON 3" TTi—I� T—ITI—Tf 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32"OSB �I EXPOSURE 1 I x II SHEATHING xl PROVIDE BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL C HEIGHT SHEET I C II II I II II JI = IL G FLOOR SYST M / (2)- 2x TOP PLATE �( BEYOND I T� I I II 15/32" OSB F EXPOSURE 1 F SHEATHING II II II I Lu SOLID 2x III C III II II II I BLOCKING @ALL C SHEATHINGO EDGES (SEE III OPENINGJIL -1 SECTION X-X III xII %CA x E F- _III 2x STUDS w III III II II II BEYOND. U2:) SEE PLAN ❑ III I I I II I II I II II I I 0 I — LI IlL _L —11 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 3!4" S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAW/8". rn 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 @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J ❑ w! 8d COMMON NAIL J o LL 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ r 0 MI-00<n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z00 w M LL (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL - N w 0 0 MEMBER IF GABLE END - V " NOTE: 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) 1 Od x 1 1/2" EACH SIDE O,o N�F^R'z0R 'VC SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 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#*TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH C a. a.. e CN M -1 I —III —III —I I A a IIIIIIIIIIIIIII 9 as III-1 I I=1 (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 T-16' 1 (3) (3) 1 (2) (3) 1 (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 JL FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION, V S6 0 > w o � Co x - e`nix y o � 40_ m � . s m V =• is y ao ra N CL- � E o a, c� °0�Wr ""J..,IV SE ° • - ,K^ JJI•• ly 0 'vS1OF� N' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resident)al 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H o0 M U 0 N N 0 m u v o c N 0 ��� cn-- ,� E 0) Q CD LL C J LL w a Z _ w mN� W Z S N Nz d 0 N O U 0 Z W ❑o (D z � N AMo� z o � —o J M to z = C3 Q) CD 0 a--r v, � � Y'C• V 0-' � O— (/) ,U o y wa (6 r— w '"INS I C U = w a U ) y c � � ¢ �Q 0 4m o M w M M J H, o r z Q � `_ Q E i= w'. w`z zo Q N Z oa g &< 00 o z CDE N t ao wo1-2 <o w W� M Cn C: <� o � "m mo �w Vg zo QV MEN a a U w� ¢�0 �w i Fr C:) a" =3 1: oo u z¢ a > T i ai rn N Q 0 � ^, °O t0 r— _ Q 00 = 0 O r 0- 00 co !0^ Y s O ~� V J m Q Q Q ate-+ CN o LO C:) N O U") C6LO �- � \ T- 06 (0 00 Z cc z E mt N M N E U J Q O J JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. S6 iS s fit' 4r. $ 1 3 ;v v cn� 0 0 I J r\ CAD 0 rn 0 I N i `v rr Cn C, 0 I O J Q0 m rn 0 I 0 0 I F- v C) i v+ Q N 0 CL H E Cn O G C 17 U v c U i Z U 2 i M 0 0 U J w r7 N O c co 0 O N 0 v7 0 a m v SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLU NAILED MATCH NOS OTHER l \ 6, I 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER � \ 2x12 TREAD / 1�x4 GLUED AND NAILED ' 2x� ' DRAFT S P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GLU AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ GLUED AND NAILED TO STRINGER E/ FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" MALL J_A ALIGN THIS STUD WITH FACE OF 2ND RISER / TI� T — \ \ / SYP CUT TO FIT 1 I 4RS IN WALL I 2x12 SYP BEARS IN WALL I I —2x6 SYP / \ 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / / AT STRINGER CONTACT POINTS \ (14) 1 )d x 1 1/2"NAI/ (I EW "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 2' 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--2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ' 1 ROVIDE MOISTURE \ PROTECTION LATTACH ALL COMPONENTS / STAIR TO CONC. W/a' XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4' X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ G. TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G E1-2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLUE NAILS) STRINGER CONTACT POINTS \ SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" 'PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ------2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS sm `/-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER 'OR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: z' = 1'-0" -3/4 PLYWOO1 ON DECK --2x8 SYP GLi AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = T-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT, \ � V I I STRINGER (2) LAYEREDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND s NAILED TO SUPPORT OR 1 4"X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 17' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES WALL JOINT YWALL TO ✓ER JOISTS) H 2X BIL rr OCKING F 2X STRING�R SIMPSON MTSJ2 w/ (14) 10d x 1 1/2" NAIL 2D OR 2X BLOCk ING 3 D / RIS�t � VARIE SECTION VIEW "H" SCALE: 1" = 1'-0" N N a� Lill0 LAJ C=) ® o ��.. R m "- Q- v> co c o d a) � d cc c c E � o a co "�3 O� ahu -A I �1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q v E E,U O CD N 00 V) N H 7 Lo c0 # u) r— ° J CN C) 4b Q N 5 J C J 5Z LL J LL w d C,11 a Z L r6 _ Z W w ?� o NNE Z LLW 00 (3 m w N Q J z OU U 00 Z o Q Q J d E3 U)Ln M z W lJ f� Lu O—� N �Ln w oJim w co W J — L � �I U o N C � Q 0CD e �Q � m o w Cl)¢ cm J o Z a LL a E E Zo z >a Zo Z© o a N p — O O Q 00 C) Q 2 z C:)Ez ro C:�g 0¢ 0 oLL >Z J < ° z In N 02 p¢ ¢o d U ¢0 0 3z =F F_ h� T F O Will O co v u z< a 03 c .Lo T >M = ui N m a O 0 0 I-- n1 _ "qj- o � O z— d 00 O O Q ++-+ CN rt= O C Ln cD N oor j M T (�� _v c0 00 z cc Z � E qt N N CU a E 0 _j Q p C JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. ST t •. .. "� �>�r dt'' yo-�'„��� �"J��. i�yz� .+"Fr,.�1 ��t,r� .. 3 2 v O 0 I i 0 O J r, rn 0 I r 0 I N 371 0 o- 0 0 J 0 I 0 CD 0 I N F- Cr 0 0 a o, a i a 0 0 Cn LZ i Z U 0 0 UI d i d c 0 �O U J LZ 0 co 0 0 N N 0 a m DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. ' TO PRODUCT APPROVAL FOR CONN. ��' 1x4 P.T. 3/16"0 X 3" LONG % �' 1x4 ' ' FURRING 1 X 4 FURRING 3��4'OLONG X0R/16'4�N FURRING TAPCONS ' '' (2) ROWS 3/16" x 3-1/2" �,� TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS n 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. DRYWALL DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONIC''%' j;''i'= %% 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT %,; x 3-1/2" TAPCON @ 16"1x4 APPROVAL FOR CONN. ;-/ i' j • (2) ROWS 3/16" x 3-1/2" j/; rx4" O.C. & 4" FROM EACHFURRING TAPCON 16" O.C. &"" �° END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS , BRACE(S) 2 x 8 BRACE/ 7nA 7116" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HS.B. FOR SCRIBE (NOTCH) POLY CELLHIS AREA BACKSIDE TO FIT ARCH (4)S INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR —I'm x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rj—N�— SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC INTAF_XAm" U 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG, BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL �( SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAX. 8 #5 REB (TYP,) STD. 90, FILL SOLID HOOK (1 BOTH CELLS L:711z 7 NOTCH WEB AT +A 5 FIRST 2 COURSI " 'rT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KTw/ (4) 1/4"x1 1/2" SIDS 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 4'Y2" 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 ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i i JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —j NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL \ REINFORCING PANEL SMOOTH. DO NO FURROW, F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 MAYBE 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 4Y," 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" III —III —I I IT •D� �. � .p IIIIT_I�.Il�lf� o � ' III —III -I —ITII I r GRADE ,. p . Q O ITI_I I_ ° M 3? z ° (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" `-- FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦♦ ,R +*+ YP.) f'�401 ♦s ♦♦1 +2, fHE ♦♦® S ♦♦ 1♦ FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE —j-- PER PLAN I I F CHANNEL, —4--- FASTENED PER I -F-- NOTE 2 BELOW Iy I CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) ♦♦® 1♦ 10 1® 1® ♦4STD. 90° HOOK (TYP.) 1♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED. ,---2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND •� JOIST TYPICAL s' NOTCH�(�B @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. - - w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE 3STRUCTURAL SOFFIT F0 SCALE: 3/4" = V-0" (--)FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2X O�FRHq + + G 4FNG�N + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CHFFT nq 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: 3,-. - r z 0 U) d U- 0 LU U U- U to SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a. FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a. OVERHAN 1 a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-Orr 51-011 INISH A' #5 BAR C C L10" s D ° ° CENTERED W/ ' 4 IN TOP o 4 a KNOCKOUT / Z� :; ° CHAIR BLOCK Ar MONO FOOTINGo 4 n SIZE AND REINF. PER PLAN °• AND SECTION DETAILS CLEAN FILL 7 .4 A. 4 DIRT Z °• ° STANDARD o 99 HOOK c� #5 BAR IN FILLED CELL,-. VL It L. It STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 14 0 o� c ci M X LA- H co co .- N n/ C c0 Y- `d �E `t c co N a = E o e /v �L� I ON S•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 Engineers signature and seal. W a ovE CD co N p Y C00:1 N 0 O j rn 0 t/1 N, N 0 O 2 qk U N -j V S J C J SZ I CLLfA 0 J LL d — o d Y _ o �Z Z ty W j '(6 NCO .wj n��`n m w ` CV z Q J M N Z ov 3 W El El z N M o � N z o � —o ¢ v J r N U to z 'o _ CD 0 f6 W U 0 g n 12�1-" 4,q w` J t— — E ampW = w U 'o N L co ¢ 0 s N I� r- o c0 J Z coz M g z � LPL, z a r QE o E V zo ❑a F _ K O U01 0 OU nQ o E o QU az z ro 7¢ C7 z o� UU mC) F , zzr YZ U, 3 <Z ° a $ a F? U < 0 <� _ F� o w= w< >° c 0 a ° .N r > C`7 m CU Q o � 0 00CIOr o ¢1 00 T 00 cfl " O O Cfl m Q Q ate-+ CV H-- 0 LO o a .Q CD N LO M CD— CD Ln r ai 'Ob _ 0) (D 00 it 6 z ca z 7 E � (n `m C U -i Q O JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY 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 SEALANT AT 1)WI 4) SEALANT JOINT DOW UCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE 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 JOISTS - UNDER DECKING =-ADHERED FLASHING (SEE DETAIL WP07) 1 DO NO- BOTrO FLANGL SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asO# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r�n�nuvv SELF -ADHERED FLASHING DECK JOIST 4SHING 20 r�nonnv� 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 V-4" PER PLAN 1'-0" PER PLAN a SHOWER SEAT 4 WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIE1 THRESHOLD OF DOOR At UP JAMB 6". USE LIQUID l' OR EQUAL WEATHER PR( SECTION -A (SEE DETAIL WP SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) Q 7' 4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER I w Q WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOFCAULKING CEMT. FIN. BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING 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 1, 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. 11 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 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 FLASHING1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERAii 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 STALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE _ASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and, mechanically attached flexible flashing shall be -ASHING, SEE ANGED WINDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied EE DETAIL WPo1) 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 :LF-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 (TEND A MINIMUM T RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as RTICALLY FROM �TTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings iRESHOLD 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. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. - 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 d I I I � I I I a_ CL d d PLASTER STOP (n = W CONTINUOUS BACKER LU 0 0 ROD & SEALANT W w Q LU w � 0 A U) d FOUNDATION WEEP SCREED II -STRIP OF SAF I -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 SHEATH]NG,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF ,- ---- ---- r . , DRAINAGE PLANE WRB I 'I I BOND BREAK WRB I �; I , I I ij i SF LATH ---------------- � I II' I I ill I I ii� I I li I 1 I --------------- ER STOP NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing //00"- 1Z Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 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 N N Cs N 00 N 0 > W _ m x � cc N C.;; o �o d CL > E _ CU 3 ti is m a v a� d �o �E o a � a CV CV O C4 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IA W a vE 0 M Y 0 L- W N to- - a Q N O ik u ej M V O G WLi u_ LL d ,^ V Z J - _ � � W rn a o W w ='@N O O _ 0e Z L M - 'O N Z Q Z N O U 0 W ❑ ❑ 0 0 o Z W NN z o Q � J - 4 � n N M z 0 4-1 ra w O w oo t�6 t- rn v 610 t � o � C W Q 0 m _ A N e I� r_ o Jz w o0 z ¢ 14 JzU_ i?E . o E �Z� O QN® 9 � (66 �- C O E O M 0, X U 0¢ 0,z Qz 00 Do o1 wZ (V L o rp C/) C: - N ¢ Y U 10 m O O ¢ Z 0 <z N Qw OZ ZZ dO Sam U <o 00 =� ¢ CD v i O ¢ zla 3 c o T ` > cyi T i ai m 0 �Q I- �,- O 0 III d- r- Co T -0 O r_ O 0 1 r I o- 00 Cfl U O O Cfl V) m Q Q 0 0 04 0 M ' `A' r / C6LO Lo ui E w CD 00 o z f6 Z 7 E q:t N c a E .. U a Q c -I JOB NO : 22-09470-09467 SCALE : AS NOTED SHEET NO. WP 3■ Mounting Brackets t10 GaguI 4-112'x+ i2ax2-12e fr Sa[k Gross Support `` (fr ay he t tea W) See Anchor Schedule Rig ht WaCkert 16 Ga e u 1f2rrll (Typ') OF #14Selfflrillirtc �Cr�Wi 10-518' VC Unit Saturn Edge Hurricane Strap (7ypiir..ar1: 3 in front) Washers Front Cross Support Self -Locking Nuts (Mfay be cut to W) Left Bracket (16 Gauge) #14Sf-DrillingScrevusThruBrackets8 Back CrosSupo]rt into A�C Unit Bettcm Si e (Typical: 3 each side fclr hurricane use) INSTALLATION INFORMATION .nAgxcrtic ifrsraltamuet arutrNsrttmr sec p4uyxirsl watia em.Er f-34x1:mcuae^ Oar I'ir4ct Ram SAP t3tawtngay4ilpbteipon rtmat Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l of 1 12f1d'2021 code Entityor Date Data Dale "Ildlna Date TOM Version Manufacturer Contact Endlneer&License Validated By Validated submitted FSC Approval Approved Status AnlmnatJet 2020 Smart Vent Products, line Micheal Graham Hermes F., N-to P.E.. Locke Birrrden P.E. 12MB12020 12/16t2020 1228f2020 Approved Category: Srructwal Components (&77)441-8368 FE-73778 (334)300-1800 Sub Category: Poducts introduced as a Result of infoQsmart-Loom New Tech nalogy Campllare..Method: Evaluation Repod Noma Florida Registered Architect ora Licensed Florida Professional Engineer F':L-rM822.Ra Products ` quality Assurarwe Approverl Use Avowed for Use Impact II Sao# Product Model. Numher or Name Product Dina nolran Contract Exolr , Sale of HVHZ Outside HVHZ Resistant Pressure 1 6manVent Model g1540-510 Dual Full en Flood end Ventllellon Vent 12f312023 Yes Yes WA t10af- 11 2 Smartt! Mods, IM 40- 1 Dual FunctI Flood an8 Ventllalion Vent 12/31202& Yes. Yes NIA -io1110o 3 SmadVent Model#1540.520 Insulated Flood Vent 1213Il Yes Yes NIA +100f-1D0 4 SmertVent Meet l41540.521 Insulated Flood Vont 12r312023 Yes Yes NIA +100610o 5 od SmartVent Mel#154Q524 16&quct; Gangs Door Flogd Vent 12f31R(123 Yes Yes NAA NIA 6 SmertVent Model#1540570 Wood Well rattleted Flood Vent 12312023 Y,s. Yes. NIA •100F100 - Bm:nVent Model #1540.5%4 145&qu t: Garage Co., Flood VenL 1213-I Yes Yes NIA PdA Code T oe Vanron Manufacturer Revision 2020 Drexel Metal, Inc, Category: Roofing SubCategory: Metal Roofing Compliance Method: Evaluated Repair from a FI rid. Registered Architect or a Licensed Florida Professional Engineer F L/kr'r6TS•513 Predicts S-0 #. ProtluM Model Numher or Name 1 Drexel Metal Roofing Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Et1113v 2 Contact Engir-&License Jason Shumate Zachary R. Pdeat (51 303.1511 Pe-74021 ishu mateQdrexmei.com Product Descrlodorl DMC 10ONS, DMC 15D55, CMC 1755, DMC 2008, Di Validated By Locke Basted P.E. (n,11 300-1800 Page 1 91 If142021 Data Pg Pa t- Pending Data validated Submitted FBC Aoaroval Aro rm, Status 08l10/2020 OM912020 08202020 1Oil M020 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract on Date In HVHZ Outside HVHZ Resistant Pressure 12/312025 Yes No N!A 'Waa Florida Department of Business & Professional Regulation page 2 of Building Codes and Standards 125/2022 Product Approval Application Detail cod's ` _ .,.-... - EgjN pf M Data Date Date Pendina Date Type Version Manufacturer Contact Engineer&License Validated SK Validated Sub. !tied FBC;Approval Approved Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F_SchmidtPE Ryan J. King, P, E. 04/15/2021 12612020 0422/2021 06/082021 Approved Category: Exterior Doors (800) 843-7626 PE-43409 (813) 757-6555 subcategory: S%vnging Exterior Door Assemblies- jasperson@thermetrn.to Compliance Method: Evaluation Retie tfrom a m Florida Registered Architect or Licensed Florida Professional Engineer F1.0-10466-R&=PradudlS:r. Quality Assu range Approved for Vee Appro Ved for Use Impact Design .sea# ProtluctMgtlel. Number or Name product Oeseription Contract Expiration Date in HVHZ Outside HVHZ Resistant pressure 1 ..Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#3S8 Aquotlmpact&quot; Opaque 1031/2022 No Yes Yes NIA Composite Edge Fiberglas Single Doc, (InSWinglOUtsWktg X.configursti.r) 2 b.Therma-Tru Fiber -Classic and Smooth -Star Nommal&&#398&quotlmpact&quot; Opaque 121312022. No Yes Yes N/A Composite Edge Fiberglass Single Doon-Vith Sidelka(s) (InsviingiOutsvnng; XCi OXor OXO figurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 69#398 &gyotlmpact&quot, Opaque 1213112022 No Yes Yes N/A Composite Edge FI berglass Double Door wth or without Sidelites (Inswing1Ouasringl'XXor- CXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&9390 &quet;lmpact&quct; Opaque 1213112022 No Yes Yes NIA oin osite Ed a Fiber lase Single Door Composite p 9 9 9 (Insving/Oufswing Xconligumtion). 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal H&#390 &quctirnpact&quot Opaque 121312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidi (IMvnng/0utsvAng XO. OXor OXO configurations) 6 f. Therma-Tru Flber-Classicand Smooth -Star Nominal 8&4390 &quct;Impact8.quot Opaque 12/31;21 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or Without Sitlelltes (Inswtngio.taWing; XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &quotlmpact&quot; Glazed 12Gl2022 No Yes Yes WA Composite Edge Fiberglass Single Door Insvdn /Out n : Xmnfi .ration g 9. 9 ) 8 h. Therma-Tru Fiber-CYasslc and Smooth-S'tar Nominal 6&4398 &quot;lmpatt&quot Glazed 12f312022 No Yea Yes NIA Composite Edge Fiberglass Single Door with Sidelite(s) (IraWng)0utswing; XO, OXor OXO configurations) 9 i, Thermsi Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot;lmpact&quot, Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Doorvkh or without Sidelites{Inswing/Outswing: XX or OXXO configurations) 10 ITherma-Tru Fiber -Classic and Smooth -Star Nominal 86#39;0 &quot;lmpact&quot; Glazed lV312022 No Yes Yes NIA Composite Edge Fiberglass Single Door (InsadngsOutswing X.contigurstion) 11 k. Therms -Tin Fiber-Classicand Smooth -Star Nominal 8&939,0 &quotlmpact&quat Glazed 12/312022 Me Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelhe(s) (Insvn rtglQutsvnng, XO, OXor OXO benfguratons) 12 I. Therma-Tm Finer -Classic and Smooth -Star Nominal8&039;0 &gaot;lmpact&quot; Glazed 12f312022 Are Yes Yes NIA Composite Edge Fiberglass Double Doorwlth or yethout Sidelites (Inswing/Outeving: XX or OXXO d- umtions g ) 13 m. Therma-Tru Fiber-Classicand Smooth -Star Nominal 5&#39,8 &quot;lmpact&quot Glazed Molded 12i312022 No Yes Yes N/A Open Composite EdgeFtberglass Single Door (InsWnglOutswing; Xconfiguration) 14 n. Therma-Tin Fiber -Classic and Smooth -Star Nomnal 6&#398 &quotimpact&quot', Glazed Molded 12Gl2022 No Yes Yes WA Open Composite Edge Fiberglass Single Door With Glazed Molded Open Sldellts(s),(I nswrrg/OutaW ngl XO. OX or OXO configurations) 15 a. Therma-7ru Fiber -Classic and Smooth -Star Nominal 6&fQ9,8 &quetlmpactilquot, Glazed Molded 121312022. No Yes Yes NIA Open Composite Edge Fiberglass Double Doorv4th or without Glazed Molded Open Sidelites (I raWng70utswing XX or OXXO tonfigurstions) 16 p. Themta-Tru Fiber -Classic and Smooth -Scar Nominal 6&#398 &qu.tlmpact&quot; Opaque 121312022 Me Yes Yes NIA Gompdate Edge Fiberglass Single Door with Molded Open Sidelites InSMn i0utsvvin :XO OX or OXO P flf 9 9 configurations) 17 q. Therma-Tru Fiber-Classicand Smooth -Star Nominal 603Q8:&quot;l mpect&quot Opaque 121312022 No Yes Yes NIA Composte Edge Fiberglass Double Door with or Wthout Glazed Molded Open Sidelites (Insvdng70utswing;. XX or OXXO. configurations) Florida Department of Business & Professional Rogulation Pagel oft Building Codes and Standards IV2021 Product Approval Application Detail Coe _ _ Emily or, - _ _- - ..oat_.. e - Date Pen dino gat. ..«. TYDe Version Manufacturer Contact Enalneer& Lcense Yalldated By ValluU» the FBC Aopr.vsl. Approved status R..dlon 2020 PGT Industries Jens Rpsorrekl Miami -Dade SCCO -CER MIaml-Dade BCCC -VAL 11/192D24 1D26202Q 1124/202Q Approved Category: Exterior Doors t951)496-0100 (786) 315-259a subcategory. sliding Extencr Doer Assemblies Ire kilspghndusldes.t. Compliance Method. Cemtcehon Mai or Listing om FI;IF351-R83Botlucks Quality Assursnoe Aooroved for Use Aporoved for Use Impart Design Soot Product Mod.l. Number or Neme Product 0...rlation Contract Expiration.Dat. In NVNZ Dutsido Hi Resistant. P(g�ig 9 5G65670 (Large Missile Impact) Vinyl 511dlrig 31.. Door 04/142021 Y.es Yes Yes NJA August 10, 2022 P.RODUCT APPROVAL SPECIFICATION SHEET(2022) As required b Florida Statute 553.842 and Florida Administrative Code 913 72, lease provide the information and approval numbers on the building components listed below if � �" P P PP � Po they will be utilized on the construction project for which you are applying for a ategory/Suhicategory Manufacturer Product description Approval Number(s) Test Pressures Exp. Cate 1. EXTERIOR DOORS IFL20461.1 A. SWINGING The rmaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/ 7.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL204 8 +57,0/-57,0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +88.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Dogs Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205;03 +38.71-38.7 psf 4/1412026 Pella Corporation F1 2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248..3 +31,.0I- 5.0 pest 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 18X7) FL8248.10 +30.0/-33.5 psi 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 16X7 FL8248.11 +34.4/-383 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG Inc d 847 Single St. Pairs of Doors 60717071727,747ran S g FL1 537.1 1 N/A see inst.sht � � 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60..0 psf 101812023 PGT Series) 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35,01-35,.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doers Series 188 FL15351,1 +55.01-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL11161 +30,01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349a1 +610,010.0 psf 41312023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation .. Series 10120 FL6694 + 50.01- 50,0 ps�f 711512024 Pella Corporation 10 Series Flange Fined FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353,2 NIA 1213112024 PGT Series 5500 F L261.1 NIA 512612026 E. OTHER 3. PANEL WALL S A. SIDING James Hardie Building Prod. am H fd g Cem lank La Siding and HardiePlank La Siding P P g P ig FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl SoffitPs FLl5272.1 - FL15272.2 +75.01-75.0 f 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/3G12023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab„ Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (tar Shingle Roof] 151b Felt Underlayment FL1232 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTCK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918,4 NIA 9/912026 Florida Metal Products, Inc )tent RV10 FL21580.3 NIA 12/31/2024 Lomancor Inc -4 DAExahusVent FL17202.1 , 1-97.5 psf +975t 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NiA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NYA 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 10ONS1 DMC 15OSS, DMC 175S1 DMC 200S1 DMC 5 ' FL17679.1 +01-180 12/3112025 5'e SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NATAL 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. SNOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Sim ps,on Stan(j- Tie rv?' see chart B,• TRUSS PLATES ITWW Building Components Alpine Truss' Plates 1 FL 999,1 - FL199 9,4 NIA 12/311.2024 MiTek Industries, Inc.. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSLf LSL FL6527,1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630u15 IAA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 f inspection hest ro ucts the following information must be The products listed below did not demonstrate product approval at plan reviev+r. I understand that at the time oof t products, r g available to the inspector on the jobsite% 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Rnel of Building Codes and Standards IQ52022 Product Approval Application Detail Code :. JBntitr or Date Date DArova ate IY� ersioManufacture o ac Validated lid Submitted Approved Status Revision 2020 Thermo Tru Corporation Steve Jasp.,-n Lyndon F. Schmidt, RE Ryan J. Wog P.E. 07123/2020 07)12f2020 0712012020 10/1312020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-65SB subcategory: Si nging Exterior Door Assembles sJasperson@thermatru.ao Compliance Method: Evaluation Report from a m Florida Registered Architect or Licensed Florida Professional Engineer 60E0476-R3+Producra. Quality Assurance Approved Pox Use Approvedror Use Impact Design se # �_ Product Model Number or Name Product Descrlotion ContractExpi ration Date in HVHZ .Outside HVHZ Resistant P assure f 1 a. Thermo-Tru Fder-Classic and Smooth -Star Nominal 8&#39 8 &quoit Impact&quot; Opaque 1213112022 Yes Yes Yes Ni Composite Edge Fiberglass Single Door (Insvnngl0 is rng,X configuration) 2 b. Therma-Tru Fiber -Classic -and Smoath-Star Nominal 6&939 8 Squot Impact&quot Opaque 12)312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with adellttII (Inswingiputswmirg: X0, OX or OXO oonfiguratons) 3 c. Therma-Tru Fiber -Classic and Smoolh-Star Nominal 64#39;a &quct Impact&quota Opaque 121312022 Yes Yes Yes N/A Composite Edge Fiberglass Double boor adth or Without Sidelites (InsvAnglbutsving; XXor OXXO configurations) 4 d. Therma-Tru RberCiassic and Smooth -star Nominal 8&#39;D&quot;lmpa.t&quot; opaque 12f312022 Yes Yes Yes NfA Composite. Edge Fiberglass Single Door (I nsvnngfOutswing, X configuration) 5 e.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&439;0&quotlmpact&quoit Opaque 12r312022 Yes Yes. Yes WA Composite Edge Fiberglass Single Door vith Sidelites) (Inswnp/Outswing; X0, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 aquot;lmpaoMquot; Opaque 129112022 Yes Yes Yes- NIA Corn Peale Edge Fiberglass Double Doorwith or without Sidelites (Inswing/Outswing; XX or MO conflguradmrs) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&139; 8 &quot rr pact&quot, Glazed 12r312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (I nsvringlOutswing, Xdonfiguration) B In. Therma-Tru Fiher-Classic-and Smooth -Star Nominal OUS98&quctlmpact&quote Glazed I2131f2022 Yes Yes Yes NIA Composite Edga Fiberglass Single Door frith Sidelits(s) (inswinglO'tswing; X0, OX or OXO configurations) 9 1, Thermo-Tru Fiber-Classicand Smooth -Star Nominal t1&#39'8 &quoit Impact&quo( Glazed 12J31Q022 Yes. 'Yes Yes. NIA Composda Edge Fiberglass Double Door Wth or Without Sxlelltes (Insysing/Outaving; XX or OXXO configurations).. 10 J. Thenroa-Tru Ftber-Classic and Smooth -Star Nominal8&#39,0 aquot Impact&quol!, Glazed 12J31 f2022 Yes. Yes. Yes NIA Composite Edge Fiberglass Single Door (InsvnnglOutswing; X configuration) 11 k. Therms-Tru Fiher-Classic and Smooth -Star Nominal 8&#39 0 &quotlmpset&quot Glazed 1.21312022 Yes: Yes Yes NIA Composite Edge Fiberglass Single Door meth Sldelite(s)'(InswrigiOUtsw rig; XO, OXor OXO configurations) 12 I. Thermo Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&qubbImpapt&quil1; Glazed 1YJ3112022 Yea Yes Yes NIA Composile Edge Fiberglass Double Door Oth or without Sidelites (Iswing/Outswing; XX or 0)0(0 configurabons). 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;5 &quot Irnpact&quot; Opaque 12f312022 Yes Yes Yes N7A Composite Edge erg Fiblass Single Door with &quotNon-Impact&quoit Sidelite(s) (Inswng/Outsv^ring; XQ, OX or QXQ config orations) 14 n_ Tharma-Tru Fber-Clossic and Smooth -Star Naming] 6&#39;8 Squotlmpacmquota Opaque 12131 r2022 Yes Yes Yes Ni Composite Edge Fiberglass Double O.-Ath &quo){Nor-Impact&quoit Sidelites(Insuvngfouiswng; OXXO configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quotlmpact&quoL Opaque 12)3112022 Yes Yes Yes NIA Composile Edge Fiberglass Single Door Wth &qudtNon Impaotaquot Side6te(s) O nsvongfOuP-ins; XO, OX or OXO configurations) 16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quot Impact&quo); Opaque 12f312022 Yes Yes Yes NIA Composite Edge Fiberglass Double. Door v&h &quatNon-Impact&quot; Sidelites(IraWng/Outsvdng; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&Jf39;8 &quet Non-ImiM t&quot Opaque 12/31T2022 Yes Yes No NIA Composite Edge Fiberglass Single Door '(Inswingl0utswmg; X configiwatiani 18 E Therma-Tru Fifer-Classio and Smooth -Star Nominal 6&#39,8 &quoit Non 1mPact&g0ot; Opaque I2J31/2022 'Yes Yes No NIA Composite Edge Fiborerglass Single DoMi Sldelte(s) (InsvAnglOutswfng; XO, OX or OXO configurations) 19 s.Therms-Tru Fiber -Classic and Smooth -Star Nominal$&#39;8&quot;Non-Impact&quot Opaque 12012022 Yes Yes No NCA Composite Edge Fiberglass Dou pie Door with or Without Sidelites (1n ing/OuW/ing; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 0#39i0 &quot;Non-Impact&quot; Opaque: 1?J3172022 Year Yes- No N/A Composite Edge Fiberglass Single Door (Insvnng)O is-ing; X configuration) 21 u. Therma-Tru Fier -Classic and Smooth -Star Nominal.BS#39:0 aquot Non-Impadl&quot Opaque 1MI12022 Yes Vex No NIA Composite EdgeFibarglass Single Doorwrith Side@e(s) (InswrnglOutswing; XO, OX or OXO cannourationsl 22 v. Therms Tru Fiber-Classicand Smooth -Star Nominal 8&#39;0&quot;Non-Impact&quot; Opaque 12/312022 Yes Yes No NIA Composite Edge Fiberglass Double Door vAth or without Sid elites tlnswing/Outswing; XX or OXXO Canflgxlraflons) 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal 08,09;8 &qu.t Non-Impapl&quot; Glazed 1213112022 Yes Yes No NIA - CompositeEdge Fiberglass Single Door (I reWnglOutswing; X configuration) 24 x- Therma-Tru Fiber -Classic and Smooth -Star Nominal 9&#39;8&quotNon-lmpactaiqu0t; Glazed 1213112022 Yes. Yes No WA Composite Edge Fiberglass Single Door with Sidellte(s), (I naA rig/Outswl rig XO. OX or OXO configurations) 25 y-Thermo-Tru Flber-Classlc and Smooth -Star Nominal 8&ff39;8&quot;Non-Impact&quct; Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Double Door with or Wthout Sidelites (InswingfOutswing; XXorOXXO configurations) 26 z. Therma-Tru Fiber-Classicand Smooth -Star Nominal8&#39;0 &quot;Non-lmpad&quoit Glazed 12J312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Insntingloutswing; X configuration) 27 z..Therm.-Tin Fiber -Classic and Smooth -Star N minal.6&#390&quctN n-Impadaquog Glazed 1213112022 Ys Yes No I Composite Edge Fiberglass S-angle Door with Sidelte(s) (Idawng/Outswing; XO, OX or OXO configurations) 2 2 8 A Therma-Tru Fiber -Classic and Smooths ar t Nominal 8&#39;0 & uotNo l ad& Lot Gazed q mp q 1 1213V2022 Yes Y es No NIA Composite Edge Fiberglass Double Door with or Without Sidelites (InswinglOutswing; XXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 16121D21 Code Entityor Date Date pate Pendlm Date, Tvoe Version Manufacturer Contact Enuin-41, Liters, Validated Bu VafiI Swindled FBC A-,-[ Aporoved Status Revision 2020 MI Wndays and Doors Brent Silllrlger Lots Robed. Lamas Steven M. Urich, PE 10/06202a 106061 IOAM020 12d1 070 Approved Category: ExIsrior Dabs i717i 3a5-3300 PE62514 i,717)317.8454 Subcategory: Sliding Exterior Door Assemblies bsltlingerQmixd-tom Compliance Method: Evaluation Report from a Fladds Registered Architect ore Licensed Florida Professional Elop-ar i'L#15332-R&Products ..... gaaditVAswraind Approved for Ue6 Apn,.Yed for Use m ct Design Stw ff Product Model, Number or Name Product Deserli contract Explranon Date. In HVHZ outside HVHZ - la nt Pressure 1 SERIES420ALUMINUM SGID SERIES 420 ALUMINUMSGD OXO 12312024 No Yes No N!A 145314&quotx80&quot: NON -REINFORCED 2 SERIE5420ALUMINUMSGO SERIES 42CALUMINUMSGD OX.XO,XX 1231/2024 No Yes No N/A 96&qudx908,quot HOPI-REINFORCED 3 SERIES 42CALUMINUM SGO REINFORCED SERIES 420ALUMINUM5GD REINFORCED OXD 12CIM24 No Yes No N!A 1453/4&quot:x&6&qua; 4 SERIES 420.ALUMINUM Son REINFORCED SERIES 420 ALUMINUMSOD REINFORCED OX, 12312024 No Ye$ No WA XD, XX S6&quotx96&duct', 5 SERIES 420 ALUMINU M SGO REIWORfF_D SERIES 420 AL MINUMSGD REINFORCED XXX 121312024 No 'Yes No NIA 143& oed;.96&qud: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga I ore INW21 CodeEnt tr o _ .. .� . �E _ y Flats p,ndrnp Cl Aid version Manufacturer Contact Enalneer& License Validated By validated SubmittedmFBC Approval Moroved 28= ReNelon ton War e-D.R.n, a d'vrsion of Ovemeatl Door O.rvayns Ko-nish Jon nEstates Jeffrey P-Arneson, P.E. 1D112202C 09W12020 10232020 12/15/2020 Aoprased Contested (33D)763-812l PE-51737 (904)821-5200 Category Exterior Doors dkomish@wayne-daltal C SubCategury S2cuotal Exterior Dolor Assemblies end Camphanoe Method: Evaluancn Report from a Flords Registered Architect or a Licensed Flodd a Professional Engineer 'FLN824S-RYA Products e :Quality A- Ad rayed for Use oved for Use floor 8r!Bygl pes;an 3.0 #. Product Model- Number or Name Produot Description contract F-xplratlon Date In HVHZ Outelds HVHZ Resistant PreP�ss( fe 3 8000/&10016200#1105 9&039: Max vfidth. I4,42a; Me. height. Glazing 12,3112023 NO Yes Yes -31.90F55,00 available in top or intermediate stollen. 10 6000/610018200#1123 19&#39: Max width14& 9. Maxheiht. Glazing 1213l/2023 #3 9 9 No Yes Yes '30,00l-3.SQ 3 available'In top or intemtodlide section 11 60001810018200#1124 169#39. Max width. 146#39 Max fielgInt. Glazing 12/3121)21 No Yee Yes +,t4.431-36.30 avalable In top or intermediate section. Florida Department of Business & Professional Regulation Fage1 at Building Codes and Standards 1f5/2021 Product Approval Application Detail _ Cried - _ Entltvar Dale dat. Date Pendina afire ]'yge version M.ufaalurer Contact Enpm¢er&License Validated Bu Validated 5ubmittetl FBC Approval Anogygg tabus Rehsion 2020 Curries Division of AADG. Inc. Tom Raltsy UL LLC Troy Bishop, P.E. 1210/2020 12/01/2020 1221202o Approved Category:Exterior Doors 641 494-2813 f95-0 947-0b60 4 ! ) SubCatepory: Exlenor Door Components tan.rattayQasseehloy.ca Compliance Method: Certtfcation Mark or Listing on FW1517-RaProduds Quality Assu ante Aporoved for Use Approved for Use Impact e I n S. k Prl'W'L Motl01. Numher pr Word Product Description Contract Exaltation Date in HVHZ Outside Hi Resistant P.-no 1 MI 707; 72?. 747 757 777 and 847 Singlesnd Pairs of Flush. Glazed and Lowared singleend Mire of =12025 Yes Yes Yes NtA Doors hollae metal doors. Florida Department of Business & Professional Regulation Pa 9u Building Codes and Standards Product Approval Application Detail Paget &2 1 rs(2D21 Cod. Enll or Data Date IYeto.Pe.I pate Tlt2 Version Manufacturer Contact Engineer &Ll.-., Varitla[ed By Valldatea Submitted FBC kw,vat AoprI Staturs Revision 2020 MI Windlass. and Dons Brent Silllager American Architectural Steven M. Urich: PE 111172D29 11/172020 112-112020 Approved Category: windows i717)3651 Menufactmers Association (717)317-8454 SubCategory: Single Hung. hsltlingerQml'rrtl.com Compliance Method: Certification Mark or Listing Quality Assu Aomdyetlfaril Aporoved for Use Wooed Design S-09 ProduM Model. Numberor Name Product Description Contrast FmIlratlon Oat¢ n1 HVHZ Outside HVHZ eelatant Pressure 2 is53H 52172 Fin)Rmnge Frame IGiSG Single Hung 101042023 No Yes No -601-60 Lam1-I Gress ..0 F O a--r U O O C 0- /I � 0 O O C O � O - ^^'' W O CU U_ O .0 1E "n E O C O F -a .- VJ Z Z W J ,V N U > ®rL C 1- iZ C rC C" C4 y C (9 49 y_ to d R7 WO C d tY 3; III tr7 C N CDW z co `M 0 0 r� Q L 0 0 W UM� W Q 0- O W Q �✓ W Z rJ Z Q J «2 SHEET NO. PA 1.0. } C K h�.Q°` u'" 6-0 W C Florida Department of Business & Professional Regulation P 9 Page of e g Florida Department DF Business Professional Regulation Page aft Florida Department of Business &Professional Regulation pad 1 art FloridaFlor da Department of Business &Professional Regulation Page,J orz _ W T� }r V Building Codes and Standards I02022 Building Codes and Standards 7r52D21 Building Codes and Standards it ro2i Building Codes and Standards IErD21 V tr � O Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail C Tone Code Version Manufacturer Entity or Contact Enaineer&Clcense tetlev Dated Date FendIna Validated Submitted FBCAJ2021 Date. rove Status Code _ - EnoN or _ a Date Perot- Rd, - cod - a EmIN or _ Pate- Data Date Pending Date e,.., : Code _. _ ,« _ _.. ., n It _ � Wdg _ Date Pending ate .. �. M -0 L.L. /^E �'e 1?LBe Version Manufacturer Contact Englheer'B License Vailda[edBv vNltlazed Submitted PBC Approval roes SStatux $yg Version Manufacture Contact E.nprnearB Lrcensa Validomtl. By )ralieaiaa Submitted FBC Appreval Airpravetl Status Version Tlt� ors Manufacturer Conrad Enoln,ar&Licmrsa Validated By v i al dalptl Submitted FBC Ao❑revel A❑Droved Status }al W Revision 2020 Therma-Tru Corporation Category: Exterior Doers Steve 43-762B Lyndon 9 Schmidt, P. E Ryan J. King, P.E. Ryan (800) 843-762B PE-43409 (613) 767£8RS 10J0712021 09118/2021 10/132021 12/15f2021 - Approved Affirmation 2020 PGTindustdes Jens Rasa+vskl Mlemi-Dade BCCO -CER Miami -Dade BCCO-VAL 11r05RD2e1 11i052020 1 V1112020 Approved ftadsion 2o20 MI Windaus and Doors erenl9itlinger American Arch itectuml Steven M. Urlch, PE 10N EJ2020 10/OB2o20 10r19l2a20 Approved Revision 2020 MI Windays end Doors Brent 5ltlingar Amedcan Architectural Steven M. Uribh, PE 1122l2020 11222p20 11f2&12020 Approved 0) ' 1 }r U v, U) �t SubCatagory: Swinging Exterior Door Assemblies Sjasperson@..thermalruAa CategoryWifrdo•.ys. (941)486-0100 (Mb6345-2590 Category: Windows (717)305.3300 Manufacturers Association f79T)317.8454 Category: Windows (717)365-3300 Manufacturers A..iation (717)317-8454 bsltlingerimhvd.com Complfance Method: Evaluation Reportfrvrn a m Subcaneggry:Siogle Hung )rosowskifp9tinousmea.c Sub Category: Horizontal Slider bsttilngsrprnhed.cam Subcategory; Fixed Compliance Method: Cefif14dion Marker Listing Al -0 0 VJ \O! Florida Registered Architect ora Licensed Florida Co, mpliance Method: Cerhficetion Mark or Listing om Compliance Method: Certification Mark cr Listing - O •�. Professional Engineer - PLrr2as R2B rmoeucu ',: :FL#15351 •R@iProducts; - PLk15349.R1d PrbtWds - - - q � L_ Q� F L#2C461-F27 Protlgc is - _ .. Q uality Assurance Aopraradlor Usa A Droved forUse ❑ I t ad esf n �rL - .. Oriall Assurance [v A � Aoorovetl for Use Approved Use. mac[ 1� Dealan - Quality Assurance Annrnvedfer Us"a Quad for Use lmaa@1 P�Slgll O y,i O Quality Assurance Anorbvetl Tor Ilse. Aoorovetl Tor Use Impact Design Sea# Product Model Number or Name Product Description Corned Expiration Dale 1p HVHZ Qutsltle HVHZ Resistant Pfe;s re $ao# Product Model. Number or Nams Pr❑dud Dascrt❑tivn ¢ontrad Expiration Data in HVHZ Duteda XyNZ Resistant Pressure SS.�# Protluct Model Numher or Name Protluct Descnollon Contract Exolra[bn Dale n V Z Oulsltle HYXZ Re scant Pressure. O V- Sea # Product Model, Night bar or Name Product Description Contmot Expiration Data in HVHZ Outside HVHZ Resistant Pressure 2 SH5500 (Large Mrssile Impact) Vinyl Single Hung Wind,, WiWQ025. Yes Yes yes NJA t HS 188 Fin and Flange Frame 73x,921 nsuleted Glass 02118202A No Yes No +551-55 1 185 PW 75, 72 Insulated Glass 04/032023 No Yes No +601.60 M -�{ 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quot Non-ImpadBquot Opaque 12/3112022 No Yes No. NIA O s M(InswnWOutswing % - Composite Edge Fiberglass Single Door Xconfiguration) �4r� VJ O 2 b. Therma-Tru Fiber Smooth Nominal 6&#39 8 1213112022 No No E 2- -Classic and -Star &quot;Non-Impact&quot Opaque Yes NIA /^r �, W Composite Edge Fiberglass Single Door with Sdel-xe(s) (inewng/Outswng XO, OX or OXO �_ O "�/��� Q ronfgurelrons) �{,/ /1 3 e,Therma-Tru Fiber-Classicand Smoeth,-Star Nominal 6&#398&quct,Non-Impaot&quot Opaque 12131/2022 No Yes No NIA y � V� .fir Li Fiberglass Composite Edge: Double Door with or ` /-� - � ) Without Sidelites(Insvnng/Outswing XXor 0)= 1 -0 C . v� configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal7&#39;0&quot Nan-Impact&oust Opaque 12131f21722 No Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) 5 e.Therma-Tru Fiber -Classic and Smooth -Star Nominal 7$#39;0&quotNon-Impact&quota Opaque 12Y3l/2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) (Ins,AngfOutsvnng; XO, OX or OXO wnfiguatid na) 0 6 f. Thermai Fiber -Classic and Smooth -Star Nominal 8&#39;0&quotNon-Impaot&quot, Opaque 12/31/2022 No Yes No NIA Florida Department of Business & Professional Regulation Pagel di Florida Department of Business & Professional Regulation Page 1 of1 Florida Department of Business .& Professional Regulation Pagei &1 Composite Edge Fiberglass: Single Door Building Codes and Standards 1152D21 Building Codes and Standards tg12021 Building Codes and Standards iMJ2021 (InsmngfOutswlhg; X configuration) 7 g. Thentrini Fiber -Classic and Smooth-SFar Nominal 8&#39;0&quokNon-Impact&quvt Opaque 12f31l2D22 No Yes No NIA Composite Edge Fiberglass Single own with Product Approval Application Detail ppr pp PfOtlUCt Approval A IlCaliOn Detail pP pp Product Approval Application Detail pP pp Sideldha(s) (tnsymglOutswing;:XO, OX or OXO - - - - configurations) 8 h. Therma Tru Fiber-Clawin and Smooth -Star Nominal 8&#39;O&quot;Ncn-Impad&quot; Opaque 12/3112022 No Yes No NA - - - - � - - -.- Composite Edge FiberglassDouble: Door with or - Cod. Entity r Dete q Data P ndrno f to Cod. Emil Defs et. Data Pending $gig Cod- Entry or f�q [ g Data Pentllno Jill _. . 4 Wthout Sidelites (mswinglOutswingl XX or OXXO configurations) � Version Manufacturer Contact Enaineer&License Validated By ,Da ValidatedSubmitted FBC Addmyal Approved Status ]igg Version Manufacturer n Contact E.o ear&.License Validated By Validated submitted FBC Approval Approved Status. r e Version Manufacturer Contact Enaineer& License Validated &t Validated Submlhed FBC Approval rove Status 9 I-Thera-Tru Fibr-C sip and oolh- r m e gas a m Ste i - Nominal 6&#39.8 &quot.Non mpact&quot, Glazed 12131l2022 No Yes No NIA Affirmation 2020 PGTlndustrle s J k Mi - B - "- - ens Rosowsl amr-Datle CCD CER Mlaml Oada BGCO VAL i1A32D20 i1N52D20 1111 i/2020 Approved ". r an or Ransion 2020 MI Wndas dD os Brent 8lli'ger Luis Lomas E Steven .Union PE I rig R .P M 10f06120"217 10f082020 10i192D20 12)1512020 Approved Affirmation 2020 PST Indu Stria`. S Jens Ro'owski Merril BCCD ER Mnml-Oade BCCO-VAL s e C 1'1/052D20 11 A5f2020 11/11/2020 Approved , Composite: Edge Fiberglass Single Door Category: ..Wnd... (941)486-0100 (786)315-2590 Category! Windmvs. (717)365-3300 PE-62514 (717)317,8454 Category: Wndmys (941)486-0100 (786)315-2590 (Inewing/Outswing Xconfiguration) subcategory: Fixed Jrosaaskl@pguntlusMeat subcategory: M.111- bsltIhgei�m0d.4.m. subcategory: Mullions Iroamskt@pglindustdea. 10 J-Therma-Tru Fiber -Classic and Smooth -Star Nominal 5&#39;8 &quotNon-Impact&quot; Glazed 12131t2022 No Yes No NIA Compliance Methotl: Certificafion Mark n Listing off Compliance Method: Evaluettlen Report from a Camptianca Method! Congestion Mark or Listing off Composite Edge Fiberglass Single QoOr tMth ,; _ Floride Registered Architect ora Licensed Florida Sldolge(s) (InsWrgfOutsMng; XO, OXior OXO , PL#24Jii24Produ�ts ;. „ '° � .:, ., , . , '; - Proiessional Engineer FLik2ai-R13 Products _ ocnf urotions 9 .. , ._ ,... ,,, _. 11 ' 11 k Therma-Tru Fiber -Classic and SYnooth-Star Glazed 1213112022 No Yes No NIA Quality. Assur�lrs Anoravad for Us. Approved for Us, Ion 1' P e f n '� � ►1 s+5�3-R5'arnduerc ` '- - - -'- ''""� Quallfv Assurance Aaor❑yetl for �A orovadlor Use 3 ad '!t2a P�!qe Composite Edge Double Door CornpositeEdge Fibar9less-Double Door with or "e # Product Model, Number or Name Prvduck Description ContractExpiratlon Date In HVHZ Outside HVHZ Resistant Pre�ur«- - - - Sea Product Model. Number or he Product Description Corniest Exnlrallon Daze In HVHZ Outside HVHZ Resistant Pressure Without SIdelites(InswinglOutswing; XXor OXXO 5 PW-5520 tLerge Missile Impact) Unyl Fixed Wndow 04P3D72025 Yes Yes Yes NIA QuallWA- rant, A❑ergved for Use Aporovatl far Usa Intel Destart 1 Mothers for All Doors an d VOndoes Aluminurn Mulllons 051267202E Yes Yes Yes NIA configurations) Sao" Produet Model. Number or Nema Product Do lion Cdntraet Exdiretton Data In HVHZ Outside HVHZ Resistant Piss., 12 I.Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;D&quotNon-) mp.et&quota Glazed 121$1/2022 No Yes No NIA 2 5794 V,H,,lM ni Mullion 121Jr2024 No. Yes. Yes N/A Composite Edge Fiberglass.Single. Door (Ins irglautswing: Xwnfiguation) 13 m.Therma-Ton Fiber -Classic and Smooth -Star Ndmirrai 7&2BO&,d.t;Non-Impact&quvh Glazed 12131f2022 No Yes No NJA Composite Edge Fiberglass Single Door with Siderlte(s) tfnewrellOulsw rig; XO, OX or OXO configurations) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal a&#39 O8quotNon-Impact&quot; Glazed 12l3112022 No Yes No NJA Composite Edge Fiberglass Single Door (ImWnglOutswing configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39[0&quotNon-Impact&quot Glazed 12/3112022 No Yes No NIA Composite Edge Rberglass3ingle Doorwith configurat llnswingl0ulswing: Xo, OXor oxG Florida. Department pa rnenf of & Professional Regulation page Florida Department of Business Professional Regulation pa g anon page zd2. Florida Department of Business &Professional Regulation Feel are 16 F. Therma-Tru Fiber -Classic and Smooth-Ster configurations) Nominal•8&#39;0&quotNort-Impact&quot Glazed 1213112022 No Yes No NfA Building Codes and Standards i/52ozi Building Codes and Standards -10r92021 Building Codes and: Standards 116t2021 Composite Edge Fiberglass Double Door with or Without Sidelites OI s ing[Outswri XX or OXXO configurations) ProductA ravel A pp Application Detail Product Approval Application Detail pP pp Product Approval Application Detail LU 17 o Therma-I.Fiber-Classic and Smooth -Star Nominal B&#39;8&quotNon-Impact&quot Opaque 12/31f2022 No Yes No NIA. - _ .. -lo= - g Fiberglass Single Compo.Tansomtl swan /OutswinO/Xconfbrrath ( g g; guration) t 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39;8 &quotNon-Impac[&quot Opaque 12I31I2022 No Yes No NIA le _ _ _ - Entity or � P � Dale learli - te. Co .�4 I lvitL4t e e . � Date Feeling 0 02 Code .Eon a .. nit Oat Data P.naing - p� Data _ Ca posite EdgeFIh rglassSingleO rwnth Composite version � e- Manufacturer Coined En❑ineerB License Validated By � Va@ Submitted � sa-u-a'1- FBC A❑❑coral f ved 9Bg-rL Sfau J--i -rim Version frlanu(etturer Cantacl EaaablserBLlcense Validatetl av Yalitlated Submittee FBC Approval A Sa n drat 11rPg efsto Man curer Contactnalnee Uce Yalid By �E r& rise aced V I_g1�Q. submitted FBC Aooroval rov¢d crux Stlelite(sjand Transom (Ins, rig/O tsvring; OfXO, OIOX or OiOXO ca0figuratlons) Ranson 2A20 i James Hartle Buncrnq.Produdis.Inc, ,,, Chad Dieraks V. Andre.. Tan Jokn:Sdulnaro,.P. E, 01N5/2021 12/14202D D110512p21 :ding FBC Appr, R.v.ion 2020 Aleids Nick Thompson Lyndon F°:Schmidl,P E:. Ryan J, King RE P Ya p2J152021 02f15r-2g21 D2122)2021 WIW2021 Approved Revision 2020 GAF Mich eel Stich Robert Nisminpn Jain W Kaezevlsh, PE Q9262Q20 0921/2020 15kV2120217 1211612020 Approved 19 s. Therma Tru Fiber -Classic and Smooth -Star Nominal 6&#39 8&quotNon-lrflpact$quot Opaque 12131/2022 No Yes No NIA category: Panel Walls (909) 545-8359 PE-81662 (352).3e7-2528 category: Panel Were t330) 922-2389 PE-43409 {013) 767-6355 Category: Roofing (400)76G3911 PE-5@164 (954) 772.0224 Composite Edge Fiberglass Single Door With Subcategory: Sidling Chad, d'Iercks@,jsmeshardi subcategory: Sol nihompson�elside. cod Subcategory: Asphalt Shingles mstiehogaf.com mi Sideliie.(s) (Inswdngl0utsvnng XO, OX or OXO Compliance Method: Evaluation Report tom a a.com Compflanca. method: Evaluation Report from a Compliance Method: Evaluation Report from a Continuous Head and Sill configurations) Florida Registered Architect ora Licensed Florida Fiord. Registered ArcNtedi ora Licensed Florida Florida ReglsterodArcniiecl or a Licensed Florida 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&939;0 &quotNon-Impact&quota Opaque 12i3l/2022 No Yes No NIA Professional Engineer Profseslonel Engineer. Professional Engineer Composite Ede Fiberglass Door with g ..:.:: .. ,.. -:. 11 " S elRe 5 u win XO, OX or OXO F 192,RB Produce, L#19 rodu. s _ ,.. ., Le9527i 7fi9 Products ' -' .i.. : , . '. .,,,-. ,°. ;: ., , ,, .. ,. ._,. w ,. ._...., ,s - , , , , [ - ;;, .,; ..;. �,-: .. .. ;., :;., ., ,,, ..::. ;:, Pu1107 28 PtadunCs .. .. _ 21 u.Therma-Tru Fiper-Classic and Smooth -Star ton s He S configurations)- C.Head C n uou ad and II. Nominal B&#398&quotNon-Impart&quot; Glazed 12131f2022 No Yes No NIA -I - Quality Assurance Approved for Use Aaprovad for Use Impact DesignQuality 'Q Assurance Aooroved for Us. Aopcavedfw Use " Imuad oaalg" Quality Assurance Apnraved for Use Approved for Use IIIIDdCt De] 61an Composite Edge Fiberglass Single Door with Se 3k r c Nu er orN P od4 f Mode ib ame Product Deserlotlon Contract EXDlrallail Date Il Z Outside XVXZ assistant it Pressure Z-4 k Product Model, Number Name Rodud. Dascrl❑tlon. Contract Exnlratlon Date In HVHZ Outsltle HVHZ Resistant Pressure Produet Model, Number., Nam. Product Deseriotion Contrut Expiration Dale tg-fi• ♦ Outside HVHZ Resistant _ ^�auLa Pressure Sidellte(s) (Im,vArgfOutsw,ng;.XO, OX or OXO 1 Cemplank Lsp Siding fiber-c m t lap. idinq 12r312023 Yes Yes NIA N/A 1 :a. &quoC2T&g0ot: Soffit Vent Solid Vinyl Soffit 12f312023 No Yes No NIA 1. GAF Aspheit Roof Shingles Fiberglass relnio-ced 3-tab laminated 5-tob and 1211612022 No Yes NfA NJA Condnuous Head and Sill configurations) 2 H.rd,Plsnk Lap Siding fiber -cement lep siding 12r312023 Yes Yes NIA N/A 2 b.&qud:Adthmos i4&quot; Soffit Vent or sold Vinyl: Soffit 1V31 R023 No Yes No NJA hip/ridge asphalt shingles " 22 v.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390$quot Non-Impact&quot Glazed 12131l2022 No Yes No, NIA 3 c.&quct:Greentidar Vintage Beeded&#s9: Soffit Vent or Sold Vinyl Soffit 12J312023 No Yes No NIA Composite Edge Fiberglass Single Door With 4 d. squd;05&quot Sell Vent or Stlltl Vinyl Soffit 121312023 No Yes No NJA /���,�r.�a rV � Sidelil OnsvMnglOutswng; XO OX or OXO 5 &q ohChader Oak&spiot, Soffit Vent or Solid Vnyl some 12/312023 No yes No N/A arm. 'a , 23 w.Therma-Tru Fiber -Classic and Smooth -Star Continuous Head and Sill configurations) Nomina I6",'6&duct;Non-Impact1cuot Opaque 1213V2022 No Yes No NJA 6 f&q d;Super. Span&qupk. SvHa Venlor Solid Vinyl Soffit 12I312023 No Yes No. NIA N 6f } Composite Edge Fiberglass Door Panels with Vented 11-- a Siderxe(s) (Ir wA910utswing;. XX XXXor XXXX U a. Q configurations) u =L 0 °� ee:) 24 X.Therma-Tru Fiber -Classic. and Smooth -Star Nominal tiMn;08quct Non -Impact cluot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panels With Vented = to � .� N X Sidelite(s) (I nsw irglOutswing XX XXX or XXXX .•• configurations) �_ tp 0. 25 y. Therma7ru Fber-Classic and Smooth -Star Nominal 6&#3g;8&quot;Nen-Impad8quot; Glazed 12131/2022 No Yes No NJA so •= = Composite Edge Fiberglass Door Panelswtth Vented kn N tv Sidelite(s) (InswdnglOurha ing XX. XXX or XXXX Florida Department of Business & Professional Regulation Pagel art Florida Department of Business & Professional Regulation Page 1 ON Florida Department of Business & Professional Regulation Page oft .. 26 z. ThermaTru Fber-Classic and Smooth -Star configurations) Nominal 8&#39;0&quct;Non-Impact&quot: Glazed 1213112022 No Yes No NIA Building Codes and Standards iPra26 1 Building Codes and Standards il6t2o21 Building Codes andStandards1rsr2o21 V W = W Composite Edge Fiberglass Door Panels With Vented G Soel�e(s) (InsmdnglCutswing; XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CU p $ configurations) Cy. 4? . - _ -_ _. _ _. .. _ .. 27 ¢a.Therma-Tru Fiber -Classic and Smooth -Star Nominal %#39;8&g ct;Non-ImatGh%quot; Glazed 12131/2022 No Yes No WA to Composite Edge Fiberglass Single Door with 38#39;0 a. .. - - - 4'O d Sidente(s) (I namnglOutsvnng; XO, OX or OXO , - .....: .. _ _ .- ... = . 4D configurations) Cod. Entity or � Date Date Pending ,fig C� Entity or Dale. Data Date Pendlmd [me CCod. all or ,fig ate Date Pending Die ` � =" 28 zb, Therma-Tru Fiber -Classic and Smooth -Star Nominal b$#396&quotNon-Impact&quota Glazed 12/31/2022 No Yes No N/A Tape Version Manufacturer Conrad Engineer 4. License Validated By Yli?adaled Suibmitted FaeAma l Approved ,%at.$ TTY Version Manufacturer .nlact Enofni License Validated By r an Submitted FBCAooroval Aonroved rand' Tvpa Vamlun Manufacturer Contact Engtn-&U.nse Yalldaled By Validated Bubmltted Flail Approval App.,.d Status °= d Composite Ede Fiberglass Double Door witty p 9. 9 Revision 20M TAMKO Building Products LLC Kerrl Eden Robert Nieminen John W. Moieylch PE 10J0P2020 0929I2020 10AM02a 12/15/2020 Approved R.Asidn 2020 L.V. Thampscn, Inc. the Thompson Architectural Tony Christman Zachary R. Priest Steven M. Urlch, PE call 712020 05/n62030 097122020. 471I5/2020 Approved Revision 2020 Florda Met.[Products Inc. Clark Jones James L. Bucker. P.E,t Steven M. Unch. PE 09272020 i79251"2020 16ro42020 12 (2o2o Approved y = ' A ,jam 3&#39;0 Sidelites (InswnnglGutsSsnff: OXXO Category: Roofing i417)024-BB44 PE-591BB (954)772-6224 Metals Company(TAMCO'l 4813)24a-3456 PE74021 i;717)317-8454 Category: Roofing 1904)783-8400 CROCK Engineering °017)317.9454 .wed Ua C 29 zc. Therma-Tru Fiber -Classic and Smooth-5kar configuration) D pad Glazed 12131f2023 No Yes No NIA SubcaCompliance underlaym nt kerri_eaed@femko.tom Category: Roofing 1my4g.-InalreoMlgoom Subcategory:-Raci Racing a ties that ere an sso elaruguamco:tom PE31242 CO Composite Edg Door w Composite Edge Fiberg lass Single Door with 3&#39; 0 Fiberglass, Sin Compliance Method: Evaluetim.Report tom a SupCategory: Feeling Accessories that are an Integral Pan ofih Roofing System 0- (1 Sidelde(s) (InswanglOutawng, XO, OX or OXO Florida Registered Archil cl ora Licensed Florida Integral Pad ofihe Roofing System Compliance Method; E luaticm Report from., cpnfi uratio ne ) Professional Engineer Compllan. Method: Evaluation Report tom a Plaids RagistetedA litact ora Licensed FI.Hda 3o zd.Therma-Tru Fiber -Classic and Smooth -Star g Nominal 8&#390&quot;Npn-Impact&quot. Glazed 126112022 No Yes No N!A .. - o '° FI❑dda Registered Architect era Licensed Florida P t oriel Englneer Composite Edge Fiberglass-Double,Dwr with PL�'12328-RI praduct3 I . , ' '- - - %> ,. ' °° '° (' ..'-: r' �" Z ;, Prefe,ssl.nal Engineer --, ,_.. ... F L{2t930R2PrdtlUcts ` . 3&#39:0 Sidelites Inswin /Out -An ; OXXO ' ( 9 g Quality Assurance Approved for Us. Aonrovad far Usa Imoad Dpsia„ FL#1g@18•RaAmducls. - "' - - ° :" -' - 31 ze.. Therma-Tru Fiber -Classic and SmoothSar mnflinal 7onj Nominal 7&tp90$ Uot;Non-1m etS. uot;.Shaker 12f31f2022 q pa q No Yes NO NJA Sou# Product Model. Numher or Name Product Dascrraffan contract Expuatian.Dake in HVHZ - Outside HVHZ Re a r Pressure 6WaIItt Assurance Aoarovedfor Usa Approved for Use Nit t - Desl an sap a Product Modal. Numher orName Qualhy Assurance D Product Descrlotion Cordract Excitation Data Apgrin KVHrUs¢ Approved for Use n vHz i N outside HVHz Impojinst Res scant i Design Series Composite C�7ga Glazed Fiberglass Sngle 1 TAMKO Roof Undedayments (HVHZ) Roovuntledayments foruse In FBC HVHZ 06292023 Yes No MIA NIA ten# Product Model. Number .1 Nam. Product Descriotign Contract Exoiration.Pate In HVHZ oufsrda ilYH2 Resistant P.rssugr 3 3-FL4MC0 &qu9t:RV 90 Ridge Vent&quot; Aluminum Ridge Vents for pNched roofafabdcatetl 121312024' Na Yes Na MIA MIA Door with or without 1 &#39,2 Sidelier s) junsd olons. 1 TAMCO Top Vent with Baftefvr ilia 26 ga. staticroafvemilator with tattle 09/091202e Yes Yes NIA WA from 3A25' Numinum (InswinglOutewing X. OX XO or OXO configurations. 2 TAMKO Roof Underlsyments rNON-HVHZ) Roof undedapmanls for use In FBC nm-HVHZ 06292023 No Yes N/A WA 2 TAMCO Gooseneck Vent Vent 26 ga. 03/092026 hla Yes N1A *01-525 jurledialons. 3 TAMCO Off -Ridge Roof Vent with Baire 26 ga:staticro0ventllatore,th Integrated baffle 09f092026 Yes. Yes NIA N/A 4 TAMCO Round Top OtFRidge Vent with Baffle for Tile 26 go- stack roofvemllate-th baffle 09/092026 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Page l-pf1 Florida Department of Business & Professional Regulation Pagei did Florida Department of Business & Professional Regulation Page 1 oft Florida Department of Business and Professional Regulation Building Codes and Standards 1rf2021 Building Codes and Standards 11W2o21 Building Codes and Standards 1052022 Building Codes and Standards 3115l2022 Product Approval. Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail - _ - V.et " w , ... ... -. .. _ _ �_ ._... .. ,. � .. ° _ ... e., _ - ,.. .. �.- code E ar s Date Date Pendna. Code Entity or Date DaleData PonNng Code a Entityor Date Data . Date Pentlina Data version Manufacturer Conrad Enaineer& Dgmse Validated By. Validated Submided Fbc A.-aef Aopro status m= Version Manufacturer Contact Engineer& License Validated By Validated Submitted FBC A,,,-[ Angrovad status Tvoe Version Manufacturer Con Enaineer &License Validated av Validated Sub i ed FBC Approval Approved %at. FLt/6259-R31 .IZJ'e. Revi ion 2020 s Lgmanco KatrinaJelle Jamcst. Buckner P.E. Steven M. union, PE Y 11 92020 11/2312020 /2 1129 02 2 0 din FBC A r g PP • ga I Reokn Revision 2A20 te 9 Anderson Robin IAPMC Unffbnn Evaluation G W: Walker try 1)03)2020 1 020 9 1r'022 11N 612020 roved Apo., Revision 202P Global Protection Products LLC, D - Tim Robinson Walter A. Tiltit Jr. P.E. John W. Krug evtch. PE 09108/2020 09)082020 1 DJ0112020 12l1512020 Approved pp. (D Code EntttY or Date Date Date �Q Status Category: Roofing (5D1)983-6163 PE-31242 p17)317-8454 category: Roofin (801)3806091 Services LLC. (205) 854=0160 Category; Shutters 954 689-7545 PE-44167 954 772-6224 Type Ver Manufacturer Contact Engineer8 ValidatedB Y Validated Submitted Pending, Appropv Bd Approved sdncat.P.ty Sycrla: that aeon klelleypbmercco.com sdbc /.goy Roofing Ties RWInAnda onebp ei c0 Panels Sub,CsrtCompliance t .mbinsonQgppentcom Revision 2020 POLYGLASS USA Maury,Alpert, License John W. 101261203D 10/22/2020 FBC 12/15/2020 Integral Parl ofihe RooOngSystem theR.0m;R.flmg Ccmpliw,,PA,th,d:EvamermnR ponfroma compliance ls.tgod° Eveluattdn Report from. a Product Evalu don Entity m Method: Compliance Method: Evaluation Report from, Florida Registered Architect ore Licensed Florida Category: Roofing S954233133DS malpert@ polyg ass,com Robert Nieminen Knezevich; PE ARproval Florida RegistereclArchltectore Lfcenscdnorida - Professional Engineer SubrCate D : 9 rY PE-59168 954 772-6224 ( ) 111DV2D20 Professional Engineer � Furma-Rt2Prpductc F.L4i7807#,R6 Prcducfs s FLe17H_12-Ra lawal t, - ". ("Uty Assurance Approved for Use Approved for Use. Impact es n �-� I - -- rl - ' - 11I - :- - Compliance Method: Compliance Sea N Product Medal. Number°r Nance Product Descratlon Contrast Expiration cars In HVKZ Outside HVHZ tar Resistant P exedra Qllaltty Assurance Aporeyed for Usa AporoVetl for Use Impact Desion QuatiyAssufalite Approved for Use Ap ryedforUse -. �9 1> ct osl Il 4�gn 16 Saxon -Shaky slate: Count Slate lit Old English y miry Slate, gi Plat CO 1D212020 No Yes eUA t i Number Na Sea# Product Model, mho r ma Pr Product Description Contract Expiration Date in HVHZ Dulsltle HVHZ Resistant Pressure Evaluation Report from Sao # Product Model. Number or Nama Product 11-dntlon contract E,,Iralldn date 1, HVHZ Outside HVHZ R,,4.1at P,,,,- Thatch &amp; Impact 1 20 Gage Galvanized Steel Storm Pa rehUHVHZ g.. Corru aterJ Gah!anized Steel Storm Panels retained 1213112022 na Yes es Y_. Yes /A N.. • aFlondaReglstefed 1 -„ - - DeckAur DA-4orTRI9mgDeckArDA-I ., Low 12/702025 No Yes No +97Sh57:5 17 Saxony 600-Slate.Shake&amp: Split Shake Flat Profile - stoekton. CA 12I31202D No. 'fee NIA N/A -- _g or not by tracks to provide hUrncaneprotedion. �i Architect or a Licensed MechanleellyAttachedtoPwoodDeck. M 1B S ny600-SIi Shak4e pSplitShake i9 Sa... 700-Sh k Slate &amp' Spilt Shake Flat Profile 12/31202D Flat Prdle Stockton GA 12/31202D No No Yes Yes NIA NIA WA NIA 2 24 Gage Galvanized Steel Storm FaneIslNHVt2 Corrugated zed Steel Storm Panels retained "12l31 Y2022 No Yes Yes NIA ia� ((D Florida Professional Engineer y 20 S ony700-Shake SlBa,1amp: Split Shake 27 Tjas Espa 1Bameima Flat Profile R1.1c. CA 1V 1QO20 High Profile Katy TX 1Ml QO20 No No Yes Yes NIA NIA N/A NIA tracks to or not by tracks t0 provide hurricane protection. = w` (`l{/7 FL#b258-Fiat PFOdIJCtS 28 Vill. Low Profile - Katy.rX 12131 2020 No Yes NIA NJA Qual-Ryassurance Appravedfor Use 6W_tovad Tor U� Imttaet Cast �/'� Sew# Product Model. Nicobar or Nam a Product l?escri ion Contract E2glration in HVHZ Owside HVHZ Resistant Pressure fie/, Date 1 Polyglass Roof Undedayments Roofing underlayments f012112022 No Yes NIA -WAI-622.5 1 Polyglass Roof Undelayments (HVHZ ) Polyglass roof underlaym eiits for usein FBC 12J23/2023 Yes No NIA NIA M HVHZ jurrsdictiore 2 Polyglass Roof Underlayments(nor HVHZ) Polyglass roof underlaym arnts, for use In JZ23/2023 No FBC non-HVHZ Jurisdictions. Yes NIA *WAF022.5 O Florida Department of Business $Professional Regulation Page of 1 Florida Department of :Business &Professional Regulation Pa@a rm4 Florida Department of Business &.Professional Regulation Pagel oil 1 Polyglass Roof Underayments (HVHZ) Polyglass roof undenaymellts for use In FBC7272312023 Yes No NIA NfA Building Codes and Standards 1252022 Building Codes and Standards IP12021 Building Codes and Standards W;2D21 La HVHIZjurisdictlons. ^ 0- 2 Polyglass Roof Undenayments (non-HVHZ) Polyglass roof underlayments, for use In 121Z/2023 No FBC non-HVHZ jurisdktlons. Yes NIA +NIA#-622.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 1 Polyglass Roof Undedayments(HVHZ') Polyglass roof underlaymentsfor use)n FBO1212312023 Yes HVHZ jurisdictions: No NIA WA 0 l.ii < .. _.. • _ _ No= 2 Polyglass Roof Undedayments (non HVHZ) Polyglass roof underlaymertts, for use In IX2312023 No Yes NA NIAf-622,5 Code Entity or D� � Date Pending pmg coed 1 or D� pate F4,dlna to -M � Elalty or J t¢ Dais pace Pending Date Pao nnn-HVHZ jurisdictions. Type Version Manufacturer Contact Eilgdear&Licepsa Validated BV Validatetl 3Utim Ntetl FBC A)]proval Approved Status IY� version Manufacturer Contract En❑mard &.Ltwna9 Verdi av Validated Submitted FBC Awroval aa❑mvea status Tvpe Version Manuracturar Contact Emm�aer&ucense Yagdaled l3v Yzl,Jdaletl Sir hnilttatl FBC Ao❑tm^al Ap❑r_nwd status L. _�j 1 Polyglass f de en H H Roo Un dam is (HVHZ) Y ( ) t t e Pot lass roof underla dents for use n FBC 2/2312023 Yes Y9. r Y N o 1 NJA ! N A Revision 2020 All Shutters and Glass Mike Barbieri Fank L_Een nardo, RE Troy bishop, P.E. r 10128/2020 1011012020 11l05f2020 12115f2020 Approved Revision 2D20 A Ina b Stuart LB!vl9 ICC Evaluation Service. LLC Wllham M. Ranieri, PE 1013i12020 102272020 1te052020 1:I rG5/2020 .raved Asp . Revision zozo CmlmardaLConcrete : Praouas.Ina, Raven Girls eamuelA proentier(4 John Hoy 1v1s2pz0 1v1s2620 12292020 ding FBC Appn U 2 Polyglass Roof Undedayments (rim-HVH Z} HVHZ jurisdictions. Polyglass roof underlayments, for use in 1W2312023 No Yes NIA +N1AJ-622,5 Category; Shutters Subcategory: Storm Panels g ry: (561) 712.9882 PE-0046549 (954) 947-0880 mike I lamericanshutte b�ia Category: Structural Components Subcategory muss Plates (321) 710-3377 (4071 681-1917 slewis@alpinai ,!e Catego Structural C M vmpoo u cs Subcategory: Products Introduced as a Result of r813) 859-9707 PE-34245 f352).588-5717 precastgator�lyahoo.com FBC non-HVHZ jurisdictions. Compliance Method; Evaluation Repolthoma Florida Registered Architect Licensed Florida rs,com Compharc,e Method, Evalu tan Report from a Product E.N.U. Emily N Tcn logy Compliance Method. Evaluation Report from or a Professional Engineer r ,.. „ .., ... ., FL#1a6a-R7larou fs ,.; , :: .. ,. ., , :, ,, '.' '. ° ° _ --_ . FloridaRgi dA.4itectare Licensed Flcdde P of ss anal Engineer O FLS17469-RO Pr'odUGt3' _ _ - quality Assurenta ADpiovad for Us. Approved far Use Impact paslgn ;" ° ,' 1 '; L_ Quality,Assuance Aonrovedfor Use Aparovedfor Use impact opera Sgga Product Motlel, Number or Name Product Descrlmlon ComrattEXobatton cite HVHZ Outside HYHZ R.s1at Press". Pt�777'd-R@Modutts " Sao Prod got Model, Num bar or Nam a Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 ITW BCGfAlpine Higher Strength :(H&amp: 5) Mdaf Connector Plate 1213112024 Yes Yes NIA N/A Quality Aswranca Aprnmredfaruse Apor°vedfmrlJe fnvact Oesion 0- 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 121810022 Yes Yes Yes. NJA 2 ITW BCGIAipine Hinge Plate Metal Connector Plate 12f3112024 Yes Yes MIA NIA S-40 Product Model, Numbercir Name Product Desorlptlan Contract Expiration pate. In HVHZ. Outside HVHZ Re is a. Pressure,. 3 ITW BCG/Alpl❑e Tailox 4 ITW BCGfAlpine Wave Metal Connector Ptale IW112024 Metal Connecter Plat,. 12131/2l)i Yes Yes Yes Yes N/A NIA I'VA NIA 1 Quality Precast or Commercial Concrete. Products Precast and Prestressed Concrete Lintels 05/252024 No Yes hlfA NIA n' W M 0 m = nQ 0- Florida Department of Business & Professional Regulation Paget K2 Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Fags arz Building Codes and Standards 10r012o21 Building Codes and Standards e/14r2o21 Building Codes and Standards 92e/2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L O -Code - .A En Date. Pending- Date 11 -� - t En r 8dat Pate ,rudin❑ P - - r ar P.SL a Pending te. L. w C Version Manufacturer or _ Conrad Etivineer&Lrcense Valydaled By _ U. a .�L ValidatedsubmittedFBCAwmval_ Approved status a SsA. �a Version Manuracturer Contact EnglneerB License Validated By .tea Validated Submitted FBC Approval Approved Status die Version Manufacture r Version 'Contact ErmN.e.r&.License Validated By Validated submitted Date FBC Aograval Aonmred status. c C Revelon 2020 MiTek Inc, Category; Structural Components Erin Walden ICC Evaluation Service., LLC ICC Evzluatlon Service, DV112o21 08/102021 08/12/2021 Approved Remold, 2020 Weyema u CategoryStructural components Rcb Baldwin ICC Ev Iruuon'Sbrvke, LLC Ian Lehrer, P.E. (253)924647E {608) 639-3288 DV02/2021 1 DMM02C 0210312021 Approved Affirmation W70 Alpha Aluminum, Inc, category: Panel Jose Silva Luis R. Lomas Eleven M. Unch. PE 509-2008 PE,32514 317-a454 11/1 M020 11/16/2020 11i202020 Approved A`) SubCa[agery- Truss Plates 1952) 898 8635 LLC, easldenQntii eom (205) 599.9800 SubCategomy Engineered Lumber Rob d.8 Id !In@weyerh. Wars Subcategory: Seats (407) (717) alph ealuminumineo-yaho Z W Compliance Method: Evaluatldf Report frost Compls ca Method: Evaluation Report from a euser.com Compliance Method: Evaluation Report tom a - e� Product Evaluation Entity Product Evaluation Entity Florida Registered Arehlt.et or.- Licensed Florida Z I'M197-RSIRroducts;; PLab3Yl-ltil Products .. a,E . - ,:.. 1' , = <r , Prdess-.l Engineer Quality Assurance Approved for. Use .Approved for Use Lal Design Quality iv Assanp, Aor❑nof for Use Ag 92Ldfni Usa t M Dasran �18544.R5 P.ducta 8- # Produet Model,Number or Name Product Deserlpdon Contract Expiration D als InH Z Outside HVHZ eeeird nl pressure °n3.E Product Model, Number. or Mama Redder Deserlptlop .Contract Exolration Date In HVHZ Outside HVHZ R.IllsOnt Pressure Quality Assurance Approved for Use Approved for Use Impact Deitch,, 1 MISAHS 16 ga. high strength buss e.nnedor plate 12/312022 Yes Yes NIA NIA 1 krerollem LVL Laminated Veneer Lumber 03J312023 No Yes N7A N/A Sao # Product Model, Number or Name Product Description Combed Exolradcro Data In HVHZ Outside HVHZ Resistantnt rP assure i2 2 Mil 16 ga, super high strength connector plate 121312022 Yes Yes WA 2 Psrallem PSL - Parallel Strand lumber o3nl=3. No Yes NIA NIA - 1 Alpha Aluminum Solid. SamD: Vellletl Aluminum Soffit/ Vented Aluminum 07J302023 Alpha Aluminump: No Yes No WA 3 16 Mil 16 i6 ga Wss Calnettor place 12l312022 Yes Yes MIA MIA WA 3 Timber5lrentl LSL LenJnatetl anandLumper 03/312023. No Yes NIA NJA GMU &amp; Wood BORd(CMU &amp'Wootl Wood 4 MT18HS. 18 ga. high strength truss cannedor plate 121312022 Yes Yes bf1A NIA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03J312023, No Yes NIA NrA - 5 MT20HS 20ga.highstrengthtrussoannectaptate 12l312022 Yes Yes NIA NIA 5 Weyerhaeuser Rlm6oartl DoerdRm6°aid Oriented St repo Board Rim Board 031312023 No Yes N1R N/A SHEET NO. fi TLI0. MT18 18 ga. truss connector Plates 12/312022 Yes Yes N/A NIA - TL20,Mi20 29ga.truss connector plates 121312022 Yes Yes NIA WA August 10, 2022 PA 1.1 a'-+ Q) Florida Departrent of Business & Professional Regulation Perot d 2 Florida Departrnent of Business & Professional Regulation Pale l a l Florida Department of Business & Professional Regulation peas t d1 Florida Deparoners of Business & Professional Regulation peal off N Building Codes and standards ena2622 Building Codes and Standards SOM2 Building Cods And Standards moron. Building Codes and standards enwJox2 (�f U (3)t T = Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval App(iCatiOn DOW n O So I Ea ¢� Dow Mb Wn Cede Ena JPal dWnis -� U01y r De w Detb P.ndn � gab 2912 � Dub Wrn ll. ye� Wnkn Wnubiunr Min.ril2MMs YSIwed W9abd BubMrlad FBCAaareval Aporowd Tina Wrskn Yanubdunr Contest EndneoRlieaM. 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No +2SF25 1 10Ber1es Fange.Fixed 148erles 112' Flares Fixed Window 0512572031 Yee }a l'F� CDmpa9lte (T2 x 8S12n) No +4%L40 S Pone 10 9srbs Single Hung Window sa" x6r Vinyl Non-InpsdSingN Hung YFedat 07(MI2022 7a' oriow2022 No No Y!s Yc No NO + (70r'Sa +5Nl1'0 tidies 1020 Mr04 Fhmtl WMdvw (60'x 6a� 071162022 No yes No +501.50 O CU O 3 Series 1020131%lo Hung Vinyl Single Hung THpla Oorryoelta(109•x72') Miami No Yes 4 1w20Slrgle Hung 0e232027 ND Yes No +3tif.35 4 Pe1k 10 Berta Single Hung Window -46• x Vinyl Non-ImpootSingle Hun Window 5 Pork 108aries Single Hung Wndow 38"x82Mnyl Non-ImppO181ng1l HUng WIMOw OW212g22 Me Yes me +a&S5 ., .,, ^ f 18 Pmriide' - in VJ 5 awls Soda 1C20 81ngle,Hung Nrryl Single Hung TripsConp®2.(1Or a53-r) W413aC27 No Yee No +3" 8 Pablo Sodessmie Hung Wndow 3a"87TVMyl NorFllnpad SIMI$ Hung Willow 07m"022 No Yes No +Sallso fee Use IMOmt owed O vinyl Begs, Hung Twin CnmPoetio(B6.rxa1l No Yee nb +8a1uag QmlibAmuibe Aaoovid For Us,Marnmd a 490Ies1012081rglo Hung 'Aryl Sbgle Hung U I n Co10(PT x 6'a 1. 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Saliva, Deb • Does Deb Pn.&Mi _ Dom, M1Mion Ysnu4otunr Contest EndMerLIJpM. Wlidabd fly Wlidefed Sabiniftoo FBCAepWel Approved ok*w Cads .. E.dt,.r ebb ON* Date Weds Dob Aft Vonsig Ya.bo," Ewilmra usi WlmAWRY 1WidaMd auboith, Fill Aoerval Appowg amm lam. - Ents,rm Dab ¢Los Dow Pass. nib Ty" Nihkn 111141"ba Mf 09-M EadMsri Use".yoiwftdBr WII la auh�rlto FBCAppMgl AApo(*,* gabs AtInraden ZaM Palo Corporation Joe Hoyden $ode WlydOw aid Door James L Buckner, P-E. U C711412020 OT11412020 071Z012020 Appmed Aiimuson 2020 Pella CorpoNson Joe Harden 8414 Warren W. Sahaeay P.E. T.E. LuHn, PE. LLC 071142020 07114(2020 o7f20202o ApproVi d AS-Wn 2020 Pella Corporator, Joe Hoyden SEMI W Mow and odor James L Buckner, P.E..0. 071142OM 07114(2020 07120/2020 Appowd Catavir: Windows Robineon ManufsawerAsloalatlon CgUCKEnglneerirg CAMea'x Windows Robimmn PF-44135 (WI)02(i-6456 Cassorle FAerbr Doors Ropimn MenufaMwAssooloion CSUCK Englneering 8ubc.ba.ry. HORerdW811der (S41162141095 (561)4114W 40Cstagay. 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Gtplib AaeuNrMe. AnpravN For Us. Apdnnxad Fee Woe I -am Duion -. am Pradwd Mod.I. N robo e, N- PWMIDbsarinrlan, cMereak Exo akie DOW inHVHZ Wall HVN2 ail n 1 Series 160 or F,=.Pm MAWnll Slldhg Glass Door Mrryd 2iWtd'OX' 91 dig ekes Door @&12• x M42402031 No Yes Me +25' 25 Sli 2 SWIM, 1S3 er Eroon Mas orA-1811ding Glass Door V V 81,41. Parfet Fixed "O' Door (81de10e, 35-12'. 0211M2032 ode Yes.. NO +040 81-112-) 3 Selae 150 or Err Moz, orA-MUSlhllrg Glass 000, Mnyl 241ym01'OX'.Slldlrg pupa no., Cyr. a2') 0810512022 No Yee No +36r.36 4 Series 180 or Emdmpros orAven581OM Glass Door ' NIfy186gle Panel Flu l'tTOom(Sklelse; 47.1V x 01512032 No Yee No +25125 SS 12� `V E4" Ate PMixtii QualiM AnowernM Ab"Id For use Apertrd W use ll".M Dooqi Mal loaduat Yodel. Muabo btNena PraduMDeMdeelor. ConrMS Elreirstbn Deb in RvHZ outside HVH2 Ruido g pemam 6 1 Series 160 Or F_rppnpsss orAvanl elding Olm Door Vinyl 2-Ponel -Or $lading Gass Doer (Se-12• Y OE 2412031 No Yes Me +25123 ay�t� �' RF127 o2iiW032 No Yes No +4&140 b �s '4 2 Was 15)gr Elsornpnea WAwntl Slking Glass Door Mrryl Slagle Panel Flmd"O' Door(8Mellis, 35-1Wx 3 Samos 150 o Ereonriom arAvaud Sliding Class Door 51.112� VirrA 2411"1.600' Sliders Osseo Door(72' 182') 11612420d2 No Yes No +36636 Pn Z1 WA trot, 4 61M150OrErarnpmearAvanUReelGleeDoor MnylSlrglePanelFlnmtl'C'Door(SIdeIMs,4T•72'x 02Iie2082 No yes No +2&.26 SZ1. Sri VT) C V1 .- Co .,flt Co W cep so 4 g+ W z co ICU CIO L > CDL Q U m � Q F- -0 O LM w� z J z J d SHEET NO. August 10, 2022 PA 1 .2 N U) Ca (D �.., U 0 0 O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2420 �7 Simpson Strop Tie 2020 FBC Approved Products p g_ pp Updated 12f302020 Simpson Strop Tie 2020 FBC Approved Products p g_ pp Updated 123oaozo � Q O /1O♦♦ L S_. For direct links to all 8STapprovais listed belov✓, CLICK HERE. :-„ , r - For direct links to all SST approvals listed below, CLICK HERE , .. For direct links to all SST approvals listed below CLICK HERE _ , - For direct links to all SST approvals listed below, CLICK HERE. W y f1 LLB For, additional o I Infamatlan regarding lorlde's Statewide g g F St ewhde Product Approver Sysiemand Miami -Dade County Notice Of Accaptanc@'(fJOA), CLICK HERE. �o regarding i Florida'sI � Statewide Product Approval System d Miami -Dade f• ad County For addltl riot information ego dpg F ditties .. a .Pro. ct pprDY.l Sys man m D e .. ty Notice f Acceptance tJ0 C I HER o Ad p e MCA). -,[n�tC�'I,�" or additional Information regarding Florida'sFldnd 's Statewide Product A rovalB- tam and Mlanti-Dad Count For d I oil eg, , g 9 ,-,e Pr pp ..ys'_ n e IC H Notice of Acceptance MOA C K ERE. y P... e.( ), m For atldtione information regarding 1 I T n re a d odtl 's Statewide Product Approval S tam and Miami -Dad County g_ g F dSystem a Notice f Acceptance C 1 ty o p erica (NOA), L CK HERE. FL#2355-R7 FL#10446-R6 FL#10456-R5 1 i HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3- ". U 9116 and heights ranging from 4.5116" to 11 Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea #, Product Model- Number or Name Product Description version (HUSC) available for models having width equal to or O "L 1 Titan Stainless Steel Concrete 8 Masonry Screw(TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21 A23, A33, A34, A35, A44 Angles 1 ST, BTB, BTH Brick Too g eater than 3=9/16", C 0 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- C) Q 3 APB44, APB44R APVB66 APBWR AP888, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS141 CS16. C518, CS201 CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16". O U _ FI-0589-116 APVB44R, APVB66 APVB66R, APV888, APVB88R, APV31010; APVBIDI OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3;83-SDS; LGU5.25-SDS Face -mount hangers Co O - `,- (0 4 APDJT2:4, APDJT2R-4, APDJT2-5, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTensior Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers O Sea # Product Model- Num bar or Name Product Descfibtlon APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face mount hangers , U) -0 E 0 1 SD10112DEB Outdoor Accents Connector Screw 5 APHH45, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 Hi, H10A, H2,5A, H3, H6, H7Z, H16, H165, H15-2, H16-2S Hurricane Ties 16 LUS series hangers Face mount hangers available inwidths ranging from 1-9116"to 4- (3)L" 2 SD9112, SD9212; SD10112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4; APT6, APVL4, APVLB, APVT4, APVTB Outdoor Accents Land T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8' and heights ranging from 3" to 10-15116", co O Q 3 SD9112SS, S09212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 H824 Hurricane Tie 17 MGU3.63-SDS; MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers cu 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221 C14, Strong -Drive SDCP Timber -CIF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDSI.5, HSS2-2-SDS3. HSS2-3•SDS3; HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 5- �_400 v ! Q SDCF221134, SDGF221334, SDCF271958, SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5; HST6 Straight Straps 1/8' and heights ranging from 6-15116"to 19112". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22B58, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z CJT4Z, CJT5Z, CJTGZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ; HTSQ20KTZ Heavy Twist Strap 2D SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Srorg-Drive SDHR Combo -Head Screw^? 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9118" and heights ranging from 3-1116" to 13-3/4", 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FOS Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC. SULC) availablefor all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on lyacuteflange is concealed, 8 SDS25112SS, SDS2520CSS, SDS25212SS, SDS25300SS; SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, 1­12;5T, H8, H10A-2, HI OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.518" to 11.114". 17 16 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12; MSTA15: MSTA18, MSTA21, MSTA24; MSTA3O, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 1_30 L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MST078 Straight Straps Sea # Product Model- Num bar or Name Product Description 21 LCE4 Post Cap 23 MSTC46B3, MSTC66183 Pre -Bent Straps Sea # Product Model- Number or Name Product Description 1 ATR318, ATR112, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skevvable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD8-2, ATUD9, ATU09-2; ATUD9-3, ATUD14, A7UD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, M7S18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 BP318-2, BP112, BP112-31 BP5J8-2, BP518-31 131`3M, BP314-3, BPRTUD3-4 Bearing Plates 24 L55J26LZ; LSSJ26RZ, LSSJ26LZ, LSSJ28RZ LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW3/8. CNI CNI CNW3/4, CNW518-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSRi_81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable SlopeablelSkew able Hanger 27 RCW612, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTUD56, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML287, ML28Z; ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1l4" fo 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dover 30 SP1, SP2, SP4 SP6, SP8 Stud Plato Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3l4'to 3- 7 RTUD3, RTUD38, RTUD4, RTUD4B. RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". _ 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4,5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW35 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18: ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7M" and heights ranging from 11"to 32-112". 1 D URS3 318" Uplift Rod Run Tladown System 32 RST-3 Roof Tie -Down 34 T820, TB27, T830, TB36, TB42, TB48; TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tledovm System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBIQ TWB12, TVVB14 Wall Bracing IM" and heights ranging from 11-114" to 32". 12 URS5 516" Uplift Rod Run Tiedeum System 34 STC; STCT, DTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to S-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB1013; WB106C, WB126, WS126G; WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4 Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 9 HBseries hangers Top flange hangers available in wvidths ranging from 1-9l16 to 7- FL#10447-R5 112" and heights ranging from 8" to 30', Sea # Product Model, Number or Name Product Description Seg # Product Model- Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Seq 41t Product Model, Number or Name Product Description 1 C9H2.37x5.5, CRH2.37z7.63, CBH237x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End -Connector 2 DU, DHU, DHUTF series hangers Fade -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-1 /4" to 8- 3 H008, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L-SDS3 Drag Strut Connectors available in widths, ranging from 1-9118"to 3-9116" and heights 718" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4, HDU5, HDU8, HDU11. HDU14 Hold-down 3: GBC Gable Brace: Connector ranging from 9-118" to23.15116"- 12 HGLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold -doom 5 HHR02.2, HHRC42, HHRC42-2. HHRC411.81, HHR.C44, HHRC5.2513.25, HHRC5.3713,12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16'to 3-mi 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor I6 HRO1.81, HR022 Hip Ridge Connector 3/8" and heights ranging from 5-5116" tc 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.118"te 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlir anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5:62-SDS, HHGU7 CC-SDS; HHGU7.25SDS, Face -mount hangers 3-9116"and heights ranging from 5-318"te 10 PAI18, PAI23: PA128. PA135 Strap -style purlin anchor 8. LSU26, LSSU28, LSSU210 Light-Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-911:5"to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5-50110, Face -mount hangers 112" and heights ranging from 3-7/15" to 15", Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24. TC26. TC28 Truss Clip HHUS725/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face-mourrt hangers available in widths ranging from 3- greater than 2-g/16" THAC422, THA426; THA422-2, THA426-2 118" to 5-1.18" and heights ranging from 4 3X' to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- V3 12 THAI1.81122, THAI2.06122, THAI2.1122, THA1222, THA1322, THA13522, THAI422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC; HSULC) available for all 118" and height's ranging from 5.318' to 28". N 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. d 17 HWPH series hangers Top flange hangers available inawidths ranging from 1-9116" to 7- 14 THJA26, LTHJA25, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU23-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3/8" to 32". 15 7HJM2-4-SDS3, 7HJM2-5-SDS3, THJU26, 7HJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" tc 7- 18 ITS series hangers Top flange hangersavailable in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1J2" and heights ranging. from 2.718" to 19-1/4"- Concealed flange 5l8".and heights ranging from 9.1 /8" to, 16' �• W 17 VPA2 VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights C.) 18 VTCR Valley Truss Clip 9 rester than 2-9/16" ranging from 5.318" to 7-114", ® 10 HUCQ1.8119-SDS, HUC01.81111-SDS, HUCQ210-2-SDS, HUCQ210,3-SDS, HUCQ310- Face -mount hangers 20 JBA Series hangers Top flange hangers available in width of 1-9116" and heights = d SDS, HUQQ410-SDS, HUC0412-SDS, HUCQ5.2"-SDS, HUCQ5.25111-SDS, HUCQ610- ranging from 9-3116" to 13-1/8", u G1" SDS, HUCQ612-SDS N ro N JC to Q tp � T.r• �. N G7 "4 4Q1 � •°i v a Y/ 92. C F- Cc O fl W �7 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1230/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated IM0Y2o2o For direct links to all SST approvals listed below, CLICK HERE. For direct links to ell SST approvals listed. belay, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. Fcr iced links to ell SST approvals listed. below, CLICK HERE. - K For additional information regarding Florida's Product Approval System and Miami Dade Court Notice of Acceptance NOA 1 H R 9 g F a pp 1 ys County p ( ), � « For additional information regarding tondo's Statewide Product Approval System and M rill -Dade Coon Notice of Acce Wnce NOA LIC RE. eg g F pp ys a County p ( ), C K HE CL H c . For additional information regarding Florida's Statewide Product Approval System and M i-0ade Count Notice Acceptance NOA ICK ER_. 9 9 c PP ys am Y P ( ), ..' or additional information regardinglodd 's Statewide duct Approval e n. Miami -Dade C CD F a F a Product Appr a SystemCounty Notice of Acceptance (NOR), CK HERE. 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 SILBV1.56, SILBV1.81, S/LBV2.06, SiLBV2.37, SILBV2i56, S1LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/S". S1LBV3.56, SILBV3.52; S1LBV4.06; S1LBV4.12, S1LBV4,28, S1LBV4.75; S/LBV5.50 6 Strong -Bolt 2 (STB2, STB2-4SS, STB2.6SS) Strong-BoR2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea u Product Model. Num bar or Name Product Description 19 SILTT2Q S/DTT2Z, S/HTT14; HTT4, HTT5 Holdrnvns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-118" 1 HHUS210-3. HHUS210-4 Joist Hanger 20 S/MST60, S/MST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, 7HD-H49S, 7HD-H6SS, THD-CS, THD-CS68S) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEQ3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 5- 2 HRS6, HR58. HRS12 Strap Ties 21 SP4. SP6 Stud Plate Ties available wilth hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP :Stud Plate Ties stainless steel, or with countersunk head in carbon steel anti 24 ME05, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGSH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7J8 and heights ranging from 9" to 32-112. 5 THGQ2-SDS3, THGQ3=SDS4:5; THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9' Titen HD Threaded Rod Hanger(THDB25168RH, THD837158RH: TH037212RH, Tien HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/6" to 7-118". FL#11473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1.9116" to 7- Sea # Product Model Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL2D Double Embedded Truss Anchor 1 CCOM3,62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR; FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG. CCCQM4.62-SOSG, S i #r Product Model, Number or Name Product Description 3 H16, H18S, H16-2, H16-2S Hurricane Tie CCCQM5,50-SDSG 1 AT-XP AT-XP High -:Strength Acrylic Adhesive for concrete or masonry -- FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECGLQMS 50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 Et -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4:620- 3 SET-XP SET XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAMIO, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong-Bolt2 (STB2) Strong-Bolt2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R; ABA66, ABA66R Adjustable Post Base 7 HHETAI6; HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5,25, HGUM5.50, HGUM7,00, HGUM7.25, HGJM9.00 Heavy Masonry Hangers 5 Titan 2 77N2) Titan 2 Screw Anchor for Concrete W 2 ABU44; ABU44R, ABU46, ABU413R, ABU55, ABU5.6, ABU65, ABIJ66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2-5, LGT4SDS3 Girder TiedoAr 4 LGUM26-2, LGUM26-3, LGUM26-4, LGUM28-2, LGUM28.3, LGUM28-4. LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, TH0.HOSS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU101OR: ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46. LGUM48; LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 A04, A04R, ACE4, AC6, AC8R, ACE6 Adjustable Post Base. Post Cap 10 11 META12, META16, META18, META20, MSTA24, ME-FA40 MSTAM24, MSTAM38, M87CM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.56J7.25, MBHA3.5619.25, MBHA3.56111.25: MBHA3,56111.88, MBHA3 56i14, MBHA3:56116, MBHA3.56/18, MBHAS 50f7.25, Masonry Top Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for concrete or masonry z r� V 5 BC4, BC46, BC4R, BOG. BCSR, BC8, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSI HTSM16, HTSM20 Twist Strap for Masonry MBHA5,5019.25, MBHA5.50111.25, MBHA5-50/11-88, M13HA5.50114, MBHA5-50118, 6 CB44, C846, CB48, CB66, C968 Embedded Column Base MSHA5.50118 CIO 7 C8SQ44-SDSZ CBSQ46-SDS2, CBSQ66-SDS2, CBS086-5DS2, CBS088-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3 56111.25, MBHU3,56111 88. MBHU3.56114, MBHU3.55/16, Masonry Beam Hangers FL#16937-R3 6 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-112" and. FL#11496-116 MBHU3.56/18, MBHU5:50/9.25, MBHU5 50111.25, MBHUS 50/11.88. MBH U5.50114, W2 ranging from 3-518" to7-1J2" MBHU5.50116, MSH05.50118 Sea # Product Model- Number or Name Product Description 0 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series Screwed column caps with W1 ranging from 3-1/4" to G•1/2" and Sea # Product Model. Number or Name Product Description 1 X34B1016-5K, X1S1016, X1 B1018-4K XQ1 S1016, XQ1 B1016.4K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3.518" to 7-1J2" 1 DTTI Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 1-1012; H019 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQI1481224-2K 412=24 Strong -Drive XL Large. Head Metal Solt -Drilling, Tapping 11 EP844A; EP844, EPB46, EPB66 Embedded Post Base 3 HD3B; HD5B, HD713, HD96 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Bass 4 H7T4, HTT5, HTT5-3/4 Tension Ties Sect # Product Model, Number or Name Product Description 3 XMQ114SI224, XMQ1 14B1 224-2K 412-24 Strong -Drive XM Medium -Head Metal Seif-Drilling, O 13 LC644, LCB66 Embedded Column Base 5 LTT19, LTT2OB, LTT131 Light Tension Ties 1 5DW223QQ SOW22338, SDW22436, SDW22458, SDW22500, SDW22600, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screvvs Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22634 4 X01I4S1224 XQ11[4B1224-2.5K X114S1224, XQ112SI224, XQ11261224-21K #12-24 Strong -Drive XMew] Self -Drilling, Tapping, Screws with #6 15 MPB44Z, MPS66Z, MPB88Z Moment Post Base 2 SDWC154507 SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 P844, P644R, PB46, P666, P866R Embedded Post Base FL#13628-R5 3 SDWH1930ODB, SDWH1940003, SDWH1960068, SDWH19800DB. SDWHI91000DS Strong-DriveSUWH TIMBER HEXSorewa v XU34S1Of 6, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screw^rs with 17 PBS44A, PBS46; PBS65 Embedded Post Base 4 SDWH274000 SDWH27600G SDWH27800G SDWH271ODOG, SDWH2712DOG Strong Drive SDWH TIMBER HEX H DG Screw #1 Drill Point 18 PBV6,. PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SOWS16300, SDWS16312, 5DWS18400 Strong-DriveSDWS FRAMING Screw 19 PC44-16; PC46-18, PC48-16, PC6416, PC65-16: EPC44-16. EPC46-18, EPC48-16, Post Cap 1 SB518x 24, SB7IBx24, Sel x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDW3224DD,SDWS2250C:SDWS22512, SDWS22500, Strong -Drive SDWSTIMBER Screw(Interior Grade) � 0 EPC64-16, EPC58-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB361 SSTBI 6L, SSF820L, 8STB24L. SSTB Anchor Bogs SOWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200 SOWS221500 FL#35320-RO L� 20 PO4Z, PC4R7; PCBZ, PC5RZ, PCBZ, PC8RZ; EPC4Z, EFC4RZ, EPC6Z, EPCBRZ, EPCBZ, Post Cap SSTB28L 7 SDWS2230008, SDWS22400DB; SDWS2250ODB; SDWS226GODB, SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS2210000B Sea # Product Model. Num ber or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDVVS22512OBB Outdoor Accents Structural Wood Screw 1 DSSC843.5; DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS2760OSS, SDWS278COSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC645.5; FCB47 5, FCB49.5, FCB411 5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SDWS271200SS 3 FPHSD34S1016, FPHSD3491016, FPHSD34B1O15-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framin94o-CFSSelf- Seq # Product Model, Number or Name Product Description 10. SDVVV13400 Strong-Drive:SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34612145K Drilling., Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14 CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector U M e e ■ 2 HRS6; HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24; FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LS5C6.25, SSC2.25, SSC4;25; SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors Sea # Prod uct Model. Number or Name Product Description MSTI481 MSTI60, MSTI72, S/MST27, SIMST37, VMST46 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS3C, HTS30C Heavy Twist Straps FL#15363-193 6 RCKW3; RCKW5.5, RCKW7.5, RCKW3S, RCKW6.5S Rigid. Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LS7A30, LSTA36, LSTI49, L87173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (1,8 ga) 7 SC643Z, S0645.5, SCI34T5, SCB49.5, SC5411.5, MSCB45-5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-5, GH46,8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTAI9, LSTA21, LSTA24, ST292, ST2122 ST21I6, ST2215 Straps 33 mil (20 ga) Sea X Product Model. Number or Name Product Description 8 SCS32-5197 SCS62-5/9T SC562-51118, SCS82-511la Bypass Framing Connector S, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1885, AS 18S8 18 ga. Truss Plates 9 SOW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GL85A, GLBSB, GLBSC, GLB5D, GLB7A, GL87B, GLBTC, GLB71) Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLB7512, GBLT812, GLDT51S. GBLT616, GLBT520; GBLT020 Glulam Bearing Plate 8 L7S12, L7816, L7S18, LTS20 LightT^nstStraps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector 0 L� ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18. ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78; ST8238 Straps 68 mil (14 ga) Screws L1J 8 UFP10-SDS3 Universal Foundation Plate 11 M7S12, M7S18, MTS18: MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQi B1016-4K, XQ1S1214, XQ1Ill 214.3.5K, XQ78S1224, XQ78B1224-3K, 410-18 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1 56, S1B1 81, SIB2.06, SI62.37, S/132.56; S162;68, 81133,12, S1B3.56, S1133.62, 61134.06; Top Flange Joist Hangers FL#15730-R4 X0114SI224; XQ1I491224-2.5K; XQ112S1224, XQ1I2B1224-21K, X34BI016-5K; Tapping Screws Q SIB412, S164.28, SIB4.75, S/B5.50 XI81013, XIS1016.4K X151214, X1 B1214.15K 13 SMA212/8, S/BA2.12/10, SBA212112, S/BA212/14, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Seq # Product Model- Number or Name Product Description Z J S/BA4.18f12, SIBA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-60, GDPM-75; GDPM 100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/HD8B, SIHDIOS, S/HD10B, S/HD15S, SIHDI5B Holdowns 3 PDPA, PDPA-K, PDPA-MG PDPAT, POPAT-K, PINW, PINWP, PINWP W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies 16 S/HD. U4, WHDU6, SIHOU9, 51HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. August 10, 2022 PA 10 r- U) -0 MIAMI, PGT Industries, lur. PGT Industries, Im. (D 0 -0 L- PGT1[nd=tri",1w.. 0- 0 0- 0 L- 1180-5 SW.26 Sir* Room 208 NOUCE OF ACCEPTANCE: EXIDENCE SUBMITTEDL NOTICEOFLAWCEPTANC E: EVIDENCE SUBNHITED n DIPARTAW" OF REGUIATORY AXV =O-N OWC RESOURC.E9 XM) -Umni, Vlox�ft 3317,35-2474 13MARD A" COnF- A11111PUSTRATIONDMISM-N T(786).3,15-22590 FCa6)115-Mg NOTICEOFACCEPTANCE.; EX711DIENCT SUB3HTTED 0) NOTICIE 0-FACC1d?TA.N,-C1E (NOA) W R 1. Evidencembmitted. under.previtt 1, usNOA D. QUA1=ASSURANCE -cu cf) A. DRAWINGS B, TESTS (continued) L 3&uid DadeDepariment of Regula1w and Econawk Resources,0LEX)- (D -0 0 -0 -0 1070 Terhnologv Drive, 1. MaWf2OM&S, die draw&gsitnd sedions. 5- Testreportcin 1) Air Inf&2tim Test, pff FBC,TAS20-?-94 = 0 L- 0 0 North Venke, YL 3427.1-S 2) Unifain St atic Air- Pfessure Trg 7 per FB C, TAS2072 -94 E. MATERLAL CERIMCATIONS 0 — LL SCOPE: 2- Drawing No. Hl)�5570.0j. titled --Vin3l Sliding Glass Dm NOA (LK", sheets 1 3) Water Residame Test, per FBC, TAS 202-94. 1. Notice ofAcceptanceNo- 154521L14 isstied toViiim Extrusibn Limfted &Ttheir — M 0 -Z6 14-- M> TbisNOAisbeingissueduv4u&e,apEficablemIL�sandre gulations govemingthe use thpugh fepafed�L by -manufacturer, dated 10V0511 5, with revi-sion A dated 21 of 21;p Lby 4) Large Nlissile Inipad Test per FB C, TAS 201-94 -18%ke Rigid PVC Exterior Extrusions- for Windows and Doore'. dated 0,843/15. 0 U) -0 E 0 dommentatumsubmitted has beenre-viewed and accV4ed1,yNEmni-Dade CounlyRER-ProductCongrolSection to D4105117' Signed and Sealed A. Lynn MMff, PX. 5) CyclieWind Pressure Loadingpff'FBC, TAS 203-94 CTH-W oil 0930,49, Cn 0- b C med M A-fianii])a & Comity and Qd= =a,% whae allowed b y the AlAhWily JjqV* J-Ujj*&Q f=L (AHI). 0) F=ed Entty Teg t, Pe r FB C, TAS 2 02-94 2, Notice of Acceptance NO. 16-020�08 issued to Vision ExInL4= Limited fortheir "VE C-0 Mtis NOA shallinotbe valid aftutheexpkatkmda*�statedbelow-TheMiami-DadeCountyPmdwtCmtmlSecim B. TESTS along with madmd-W dr,xwings and installation diagramof viro sliding gJasg door, prepared 1000 Tan 202 and lighter Shades (Non-'"lite) Rigid PVC Exterior Extrusions for U) < (in Mium Dade CcAtuty),ant ar-&e AW (in areas o6m, &an Mmm D a& Cau�r), re s erve the ri gh t to ha ve th is I Test report an I U*&rm Static Air Pmssnurc Test, per.FBC.- TAS 202-04 t�y Fenestration Testing T-Ak- Inc-, Test Rqxd N-o-.FTL- 8549� dated I lAW5, Signed and Windows and Doors" dated expiring. on. 12129i2 L produ.ct orniaterW testedforqmLlityamurancepuMoses. Ifthisprodact Drmaferialfails topeOxmin the ace&pted the Jnj in=fjeLeXp=�* AM=v 2) Large Aftsil I e h4md 1eSt per FB C- TAS -2) 01 -94 waled b _y I dalan Ovega, P, F- (Fest report revised on 12AMA 5 and 0 2/11116) 3- Notice of Acceptance No. I-M-528.15 issued to Vision Ennision Limited for their =Unjej, Cft= Will ofsuchtesting andffie =tudiaelyrevok-e- modify, ar 3) Cyclic Wind Pmmm Loajmg W F-13C, TAS 203 -94 6. Test report on 1) Air Jnfflmim Test, per FBC, TAS 202k-94 '-Brown Coated (Painted or Laminated) M-lite Rigid PVC Exterior Exhmsions for stispend the use of mch prDduct of makrial. wAin I&k jurisdicton. RERresftves1her*htto, revoke this acclep=lwe-,ifft,is&ta�byNkmi-Da&,C=3lyR,3dWAC*Btr,DISeC!ion&Mffi.i%pM&Ctcr-rMaWfi.IlfailS'to atmgv L w1maftd-tiv &MVMP alld ja�tt= dtap= of =Yj SWingL g1w dom paepated -No- 2) Unifom Static- Air Possure Test, per FBCr MkS W2-94 Wmdows and Doors'%� dated =1115- expiring on 09130.119. 0! nwet &,e requiremments of the aWlicable budding cc&,. by fm-estrat= Test&g: Lab, Inc - Test Riport ITL 9717, dated 12X7115, sigi� and 3) WaterLRtsistance Test, per FBC TAS 202-94- 1 4- Notice ofAccepLmce. No- 1"712-02 ism� to- ENERGI Fenestration Solutions, USA, TIm product is approv,edas describedheminandhasbeen desimed to comply wifhthe Florida Buildiag Coder waled byJdakniS Oftega, P- E- (Teo repW Tevised: on 0-2 115/16 and 62,,2,Vl 6) 4) Lafge Miss& InVOCt Test per FB C, T-A S 20 1-94 lne for their -rA'N' 3#40 and Lighter Shades (Non-Whj*) Rigid, F VC Exterio r including the High Velocity fficanezair- HU - 2., Test relkyrt on 1) Air iltmfion Test, per YWC TAS 2(0,94 5) Cyclic, Wind Pressw Loadingpeir FBC, TAS 20-3-94 Eyft-Usio]]SLfor 'Wadows. and Doors4" dated 09/15116_L 0 'ID4111. eKpmng on DIESCRTMONT: Series ","7- 7&2'770" "*7in3-1Sliding-Q.b-,ss Door (Winforred)whvo9*1 & 135�torner.S-LXL 2) Uniform Static Air Press=,Testz FBC,.TAS 202-94 � M along withmaiked-up drawmp.2ndmstallatim diagram of myl sliding gbss dxw-pfepan!d 5- Notice ofAccTtance No- 1"712.04. isst" to ENERGI IrenestmfienSolittiom USA, tym ALDOCUMEN -Dtaming Qv -T. yiShdiAgGkssDcorNOA(L-Npll,shevt 3) Water Resistatwe Test, per FB C, TAS 202-94- by Ffflesft� Testing L,2b_ InC_ Test Repart No. In 8552, dated 12/04/15 , Signed and InL for thek "Bi onze and,Lighter Skades of Cap Coated Figid. PVC Exterior ,No.-M,D-S570.0RevR,fided"Viq 1 throi�& 2 1 o f 2 1 p rep are d by- in mi fiteturw, dalte d 10/0 St 15 a nd bst. revig ed on 02�0 1 /211, s 4ned 2 n d scaled by 4) Large Missile Impad Test per FIRC, TAS 201-94 scaled by Idahnis. Ortega, P. E- (rest rep -oft revised on 02dl 52016) Extrusions for 'Wadowsand Doors- dated W- 15116, expiriag on 04116120. A. Lynti Nfiller, P- E beaiing the Xfiand�Dade touxity Product Control Re 161-SIOU stmw with the Nobire of 5) Cyclk Wind PressureLoading per FBC, TAS 203-94 7- Test report an 1) Uniform. Static, Air Pressaw Test-, per FBC, TAS 202-94 6- Notice of Acceptance N a - 1 "7112.03 issued to ENERGI tenegratim SAutions USA, -W Acceptancenumber and expuation date by the Nfiami--Dade Gmxtily R-oduct Colitral &-ebon- 6) Faced Entry Test per FBC, TAS 202-94 Law Afissile Impact Test per FBC, TAS,201--94 Inc, for their hit,- Rigid PVC Exterior Extrusions for Windows and Dooirs"dated Z .NUs9nxLw.4LcT RtTLNG: iary and Stuall'Sfissile luipartResistant along wiffintarked draw.- . -W� lags, 5) Cyclic Wind Presstue Loadingper-FEC, TAS 201-94 000117, oTYiuZ on 012�8. Limitations: byFeixZation Testing Lab, Inc-, Test Rrport-No. FTL 9546- dated 11106/15, signed and . I along with madzed-up draw-ings and installation diag= of vmyl sliding glass doof"Lprepared 7- Test rq, 3otts No(s), I G-M�792(A)r 10-06-M05727, 535753-09- per -AST IVIE-94, I - See table 1 (sheet 2) and table 2 (sheet for applicable SGD unit sizes, design presswes-, minfi=etnenft types walett by Idahnis Ortega, P- E., (Test repoirt revised on 0 VH40 an d 0DIL,2016) by Fenestra�ion TMtmg Lab IUC.- Test Rrport No. In "38 (saniples A-1 thru A-22), dal�Dff ASTNID 1929 and ASDO-635, issued ky EXOVA toVision Extrusim for cehilosic glass types, sffiriser (see tableS B L -1 B--�) sheets 7-8) =d ancliarlayeat Shee req*ementsLinllthrnl.6- 3, Tfgvq=on 1).AirInftltfation'Test.,perFBC,TAS'202-94 I V191107 sigmid and sealed by Jorge A- Causa, P- E- (SrjhwhMd andor NOA 26. 11- composite Material - 2. RigidVhite FVC, Tan �Non-wbite) Rigid FVC =dBrovm coate4(Pautted or lammated) white RVA FVC to be 2) U-nilam Static Air Pre� Test, per FBC, TAS 202-94 #107 04) 'N'10 No. 11416Z OL (SubmMedunderi .4. 4-� Z labeled per mfereaced NOX&te- L enjent qutr : s- 3) Water Resist=e Test- I I I � per FBC, TAS, 202-94 8 Test repof t an 1) Air Infiltration Test, per FBC, TAS 'M-954 8- Notice ofAccepta= No. 1"91631 issued to Kuramy America.,, Inc. for their 3 � Egress operable dom must mroy with mm clear width or he* per MCfequitement as apphrable- 4) Large Missile.InV2ct Test.per FBC, 'TAS 201-94 2-) Uniform Static Air PreSSWe L Test� per FBC, TAS 202-94 '"Senn-tGlits& (ClearL and White) Interfay-ee, eV,;�Jhl; on 07/04/1 S. 4. Pocket walls undet separate ap1moval, to b e revieued by BtAding official 5) Cyclic Wind Prff.=e Loading per FRC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94 '9. Notice ofAcceptaweNo.16-1117,01 is� toKumay.Amffica, Iw-fortheir rl go_C L state andseriesand LABELING. Each unit shall beat a pemianent label with the mmmfactureesnaine 0 0 ity, 6) Faced Entry Test, per-F13C, TAS.202-94 4) Large Nfissile InVact Test per FBC, TAS 201-94 "Trosifolt 'Mmackar. Clearand Color PVB lnterla�ws7, oq&ing on 07M/19. foHowingstaimaid-'Mami-Da&,CxnLntyPKadwt CoUtrdjj ed liffein. AppWVe&"Lft0t 2V� =4 MS;t2&fi= 4ZLUM of %Myl Shd along WlthMMW dr -CP '$ngs glass dompepzed 5) Cyclic.Wind Pressure Loadingper FBC, TAS 203-94 W Rr�7EwAL, athisNoA shanbe eo=aeredafter a has beerifiledand there has befniao by Fenestration Testing Lab, Inc., Test Repott No- FTL 8-547- dated 12Uil 5, Signed and 6) Fofeed Enily Test. per fBC, TAS 202_94 Y� STATEMENTS thange in the applicalylebuiWkgqoden,--,-,a&.vlyaffeefit,9*epeffcmlmx-eof this Product- sealed by Idalmis. Ortega, P. E- (rest report fevised an almg with maiked-up drawings and installation diagram. of vmyl SWMg do(K_ PTFUed Stat FB I 'emejutLWffef .0fCo_nfotmane . WiffiFHC­,5ihEdition (2,014) -and 1C-(P-.E&fiDn TERm- % no!. his NoAwM ocrw after-1heek*a6mdate or if flum has been a revisim or dimW im the ion T -94 4- Te&t report on 1) Airhfilti* tMr per FBC, TAS 292 estingLab, Inc - Test.ReportNo- YTL 633 7 (Saruples A- I tbru A-5), dated by Fenestration T (20171 issued by manufacturer. dated 0944117, signed & sealed, by Ly-m Miller. P-E-- materials, use-, andVor mamifiwAixe ofthe product pr procm� Nfisuseof fts NOA of my pru&ct, -7) Uriffonn Static Air Pressure Test, per FBC, T-4LS 202-94 1 M -6 110. signed and 4-4 ea led by JoW A C auso, P E (Subm ifted u n der X O� 4 No. 11- ial, intere-st, d ated 04/1 &17, issued by manufklurff, signed 2- Statement -letter ofnofmanL NOA_FaAM with an for sale s, advertising or =y a thef puqmes *A amt ameic ally termimje this zelacouply Y Water 3) Resistance T&, pet, FBC, TAS 202-94 0167 09) & seged. by Lynn Miller, ?Y- section -ofthis N OA altall b e LCMIW for terruitaticm and re=val o f-NOA. 4) LVV Ms1ileln*M Ted per-FBC. TAS 2.01-94 3. Letter of lab compliance, partof the. above tf 5t xp,*s. -kDVERMF-MENT. The NGAnuwbet pwaded by the, wof& Mam-Da de Couioty- FloxW and followed by the 5) Cyclic -Wind Prewure Loading per FBC� TAS 203-94 C. CALCELATIONS 4� RER- Test Proposal No. 17-0397- dated 05�05111 signed by Ishaq Clmda, P-E- e,xp=bm&te=y�bedi,splayedinadvathsiuKikeratme. lfanypolfianofffi&NoAisdisplay�, then it shall be 6) Forced Ej*y Test, per FBC, TAS.202-94 L Anclibryerificatimcakulatims and structural analysts, comply* i?�AhFBC-2014, c%j done in its entirety- along With marked -up dowings and in:'A�twin diagram oftinyl Abding glass door- prepared repared by P GT- dated 12AN Q OTHER UNWECTIONW: Accipy, ofdlis:entireNOA,-4zUbepro-.idL-dio the.us-er by1hemmnffiuduteror its &vhfttorsand by FenestmAtion Testing Lab:.- hte-, Test Rq)ortN`o-FTLK%49. dated 12,0445, Signed and An&=yl-MIWI P-E� (Svb#i&ed zurderA70ANa. 'T 1- Notice of AcceptanceNo. 15-121k.01, issued to K,. Wustries, fortheir Series sball beavailablefor inVectionat thejob site at th e requftt of ffie_B'Ujtd'*L0ffiCj.'jl. sealed by Idalmis Ortega, R EL, (Test report revised on 01OV16 and 02 t Glazing con4ilies witbASTME-1300-09- 5TOP2770" V in-871 Sliding G1= Door (Reinforced) - L. M- U g on 04/14i2l ptrin This NOA,revises & renem NOA #20-0429.05 andrmsitts of dfispage I and e-5idence pages F, 1, E-2, E-3, E-4, nl. h'L =6 E-5 & E-6 as weR as approval document mentioned ab<we- The submitted docurne-alationwas re%,iewed by Ishaq L Chanda, P1. lAaq I C&MA", RE. TAa q I Chands. RE. Bl'aq.,L CJjaz&, PX. CD co Q� Product Contra] Unit Supervisor Product control r7alt Supemsor Product Control Unit SlIptnisor cc IND.A. NOAINo�21-42 5,03 NOA No. Z 1 -0 NOA -N6.21-020g.03 ]EXPiFation Djkt*jLApria 14112016 Eitpiraden Date- Apr-A14,2026 Approval bate,: Xforck 5, n: I Expirsdion Date- 4p%it 14,2016 Approval Datei-Alarek 1-54, Exptlratian%te. Ap.rilI4,2#16 Approval Date-Marrh Z5, 2021 220211 -Approva I Date., 11arch Z5,2011 1E -1 E -2 GO M PGT Indus tries, ln�. C G1 Windows a nd Do o rs, Inc. PGTIndustries�,Lic. NOTICE OFACCEPT-4-N-CE: E-y-MENCESUBIWIrTED NOTICE OF ACCEPTAINCE: EVIDENCE SVBMITT-ED NOTICE OF ACCEPTAXICT: ]EVII)ENCE SITBAHTTEI) 2. ETJdence Submhted under pre-dous submittal E. 31ATERIAL CERTIFIC.-kTIONS (continue) 3. NewEvidence S-0milled 5. Quanm Part Super Spacer Standard cottiplying with.ASTM C518 Themal Conductivity A. DRAMINGS 0-881 BTU-iml hr.-VF-�, ASIM F 1249 W'v'TR-Pass,. AS:TM D3985'01cygen-Pass, AS-IM -E A. DRAW]1NGS 1. Drawing No. -SML-55570.0 RerB, titled --Vinyl Sliding Glass Door NOA (L�-, siteets, 2190 I.G-Durability-No Fog -Pass. (Submined rinderpm*Ys A`0.4--No. 1. -0409.05) '570.6 Rev B, fitled "Vinyl Sliding Glass Door NOA 9W, sbeets, I 1. Drawing No� 1%JD-5- JL of,) 1, prepared I ttrough 2 - by raaiaufacturu- dated I 0,,USA5 and last revised Lon dwugh- 21 of�17 pfepaied by ruaftufacturer, dated 1,01b5/15 and last-mvised on 0m,21- 04122/20, signed and sealed by A- Lynn Miller, P-E. '6. Qua= Part Durase. conVlying, wO ASTM C518. T-bgraml Conductix4ty 212 BTU-W .4gned andsealed by A- L ynn Miller, RE. ASTM F 1249 Vw'VTR--Pm, ASD4 D 1434 Argon Pennea=-Pass,, ASIM-E Note 1his revision consists replacerneat of same e=mg installation Screw with flat head- B. TESTS 2189 I-G- Dumbility-No Fo& fiLSTM E 546 Dew Point DevIelopnZat _200F jU 4&LbM. 1. Test rqx)rts on: 1) Air Infiltrat X-MI Test, perFBCrTAS202-94 (Subnaned underNO-4-Mo. B-046P.05). 2) Uniform Stvic Air Pirsmrc Test, Loading per FBC, TAS 202-94 7- Viswn Extjwidus�, Ltd- Pwts comp�PW with PVC-AAMA 303-13, N70jWary-Specification B. TESTS 3) Water Resistance Test,, per FBC, TAS 202-94 for Rigid Polyvinyl C11aide (PVC) ExterwT Profiles for Vism Extrusions, Ltd --VEX-1 by -Xone- 4) Large Missile Impact Test per Fj3C TAS 201-194 AAMA Fenestration Extaw Profile Catific,atm lli� (Siihmiand undetIV0.4 A"o 15- 5) Cyclic Wind Piesswe Loadingper FBC, TAS 203-" 03), C. CALCULATIONS along withmarked-up ftmingS and installation diagram of aU, PGT Industries. Inc 8- Visim ExMisions, Ltd- Pa m complying with PVC-AANLA 303 43-- L. -6-0 representative unAs listed below and teaed to qualify Dowsil 791 -ad Dowsil 983 siliawes� (Subut&ed nnder NOA No. 15-6469.05) D. ASSURANt-E (2) (1) prepared by FeneArItion Testing Laboratory, Inc., Test Rqxds No-: 9- PVC-AAMA 303-13, Voluntary Spec�ti for Rigid Poly�yl CWondt (PVC) Exterior QUALITY- FIL-7897, PGT M"5520 PVC Fiked Wmdow (utA 6 in proposal), dated-09103/14 Profiles for Vmm Extrumcm, Ltd--VEX-1 by AAMA Fenestration, Extenix Proffle 1. Miatni-Dade Department of Regulatory and Economic Resoulm. M)- FTL-20-2107.1, PGT SGD780 AjuntiMM'Sliding'L Glass Door (unk 7 in proposal) Fn-20- Ctfti�improgram- 2107.2, PGTCA740AhwL OutswingCasement VVindow (jmit 8 in propo-W) YFL-20- 10. Notie of Acceptance No. 184217.14 issued to Energi Fenestration Solution, USAv Inc. for E� KkTERLAL CERITMCATIONS. 2107.3. PGT PW7520A Aluminuin Fbw-d'%rbdow (unit 9 in Kopos* and FTL-20-2167.4, their. `4an 3040 & light shatle (non -white) White Rigid PNTC ExteflorExtivalons for I- Notice ofAcceptanceNo. 19-0305.02 issued tGKuraray, America, hic. fortheir > PGT PW7620A Aluniift= FiKed Window (unit 10 k proposal) dated 0711YX all signed Windows and Doors-, mpitiag on 02A04121 "'Trosffolt, Ultraclear, Clear, and Color P17B Glass Interlayels-, expiting on 07,'OK4- 0 and scaled by Idalmis Ortega. P.E- 11. Notice of Acceptance 'No. 19-0122.02 issued to Emffgi Fenesm;ttim Sohrtion� USA, hit, for 21 - Notice ofAcceptance No. 17-080&02 issued taKuraray America, Inc. fAm their dicir sexies. "'Alite Rigid. PVC Exietior Extrusions forWindows md Doors7- expiring uu "SentrTGlast (Clem and Ulite) Glass lnterimvrs" eqnring, on 07/(W23- > 0- C. CALCULAIIONS - , 3- Notice ofAaMptaJIM No_ JS-110( )JO ig� to ViSiM EXftj*0nS'Lju3ded for th&L'TroWn 0 0- < 1 Ancitor vmficmon calculafiQw and sftwt=l analysm compt g with, FBC 711k yin 12- Notice of Acceptance No- 2"20,3.03 issued to EneWfenes;rabm Solution, USA� W- for Coated (Painted or Lammated) White Rigid PVC Ex-tonor Extrusions for Windows Edition (2020), dated M20-0,. prepared by maniifactuxer- Signed. and Sealed by their -Bronze & fight shade cap coated Mite Rigid PVC Exterior F-itrusions for and Doors7 eqpiriag on 093OP-4. AnthonyLyTmMillff- RE, Windows and Door!i". expiring on 04/16f-)5� 4- Notice- of-Acceptartm No� 19-1106.11 issued to Vmm Extrusimis Lunfled for d= series =3 Glazing complies wiffi.ASTME1300-N, -0, -12.and _16, -�T- 1000 Tan 202 and lighter shades (Non-W19te) Rigid Cellular P17C Exterior -0 D. QUALITY ASSURANCE 1. STATIENIENTS Extrtt4ons for Windows and Doors7- expuing on 12t29i2 L 0 Mbini-Dade Department0f Regulatory an . d Economic Rewuxces, (RER). 1. Statment letter of conformance to YBC 76 Edition (2010), dated 04Q-',).,'2'0, issued by 16- 0- mmfactarff, Signed and wiled by Anthony Lynn,MiJler,,P-E- F, ST-A,17TAIEN-17S. < E. MATERIAL CERTIF [CATIONS 2. Staternmt letter of no financial interest and of independera, Lwied by manufacturer'. dated Lby L Stateramt letter of conformance to FBIC T' Edition t2020), dated 0191121, issued by I- Notice of Acceptance No. 1"NP-55.02 issued to Kuraray America, Inc. for flicir 64'IK20, #gned =4 Sealed AWhonyLynn NfilkT' P_a nwftnjf2d=tT signed and waled by AnthwyLynit. Miller, P-EL-' U) "Trusffot& ITIn-ack-ar, Clear, and Color P`VB Glass Interlayere, expinng.on 31 Private Ldbelmg AWeemmt dwmoat between PGT dated 033(VI5 and s4aed byall 2- Private Labeling Agnxinm.dated GlM21 baween PGT Industr=- Inc. and CGI co 07/08124- involved parties. Windm and Doan Inc., Signed by Dean At Rnatl� ineeritig, on behalf of PrE., NTY. Eng 2- Notice of Acceptance No. 17-0809.02 issued to Kuraray America, Inc. fortheir "Seao. ", -07,?%23- both ampmides- Ghs3 (Clear and'"!*e) Ghss Interfaven expifing on G. OTEERS 3- Notice of Acceptanoe No. 18-1106-10 iss� to Vision Extrpsiom Ltmited for thew I I- This NOA revises NO -A# 17-0420.06fPVTw/CGI) and updates toFBC2020 (7'Editiml r. OTHERS B Coated (Painted or Laminated.).'Wlike Rigid -P C� Extem roWn r Extrusilous expii* 0+11/21- 1- Tkiis NOA M-bes & renews NO.0 20-0-429.05 (PlAwACGI), tViring,04q+26. for'Windows and Deors"., eq)iring on 09/30J24z I RER Test proposals, #19-1155 dated 01110P20 approved b y Ishaq L Chanda, P�E, eV Me ament assodated Pi-,k CGI file #21-620-&01, expiring 04/14126- co 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Lin3fted for their 04,44�21- series "IT- IM Tau 202 and lighter shades i(Non-Al-like) Riggid Ce#Wm- PVC t I "AAi5 1) 11 h�k LU :5i Exterior Extrusions forM,"mdows and Door�", expiring- on 12/219M- < (3) Ishotil L C6udn't P.E. Ishag I chazda. P1. Z Islaq 1, ChandAll PX. Product Control Unk Super6sor Product Contra unit Supenisor Product Control Unit Sqp#rrisor -'k-o�k NO, 11-0aes-OSL INCA -No� 21-0-1105.03 < NOA NO. 21-0295A3 Expiratio3i Date. Ap AJ 14. 1210 XG e Aptfl 14. 10�,� Expiriation Dad : - Expiradmx Date. Appril 14,2026 Approval Da te -. Marck L-% 2#21 Ap .201 , proval Daink Approval Mon March 2-55,2b2l E -5 -6. E 4 SHEET NO. August 10, 2022 PA 1A MIAMI OAM R01011 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA LLC Caft-Crete USA, LLC co -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED =3 -cu U) 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 0 L_ Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS LL_ Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed L inteI Details" sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD461Z titled"Precast and Prestressed Lintel Details" sheet I of .0 #.-j %+— prepared by Craig Parrino, P. E., dated March 2 4, 20 03 and Drawing No. L T461 Z titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 andDrawing No. LT461Z titled "Cast -Crete 4 6'; & 12 SCOPE: "Cast -Crete 4 ", 6 " & 12 " Lintel We Load Tables ", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 " 6" & 12 " Lintel Safe Load Tables ", sheets I Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all E 0 (1) L_ L_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., datedMarch 24, 2003, Iasi revision #1 dated April 28, 2003 both through 3 of3, prepared by 6aig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. K, on 08119114. Cn CL U) 1.0— M CD_ 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 March H, 2008, all signed and sealed by Craig Parrino, P.E., on C_ M -4.- U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and B. TESTS This NOA shall not be valid after the expiration date stated below. The Nfiami-Dade County Product Control unfilled Models, total of (13) concrete lintel specime ns, per ASTM E-52 9-94, prepared 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. Calculationsfor Casi-Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P. E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and theAHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUAILITY ASSURANCE 1. By Mianzi-Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. z Calculations for Cast -Crete Liniels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino.. P. E., signed and sealed by Craig Parrino, P. E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels. D, MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P, E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 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. z NUSSILE. IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details , sh , I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Lr4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. Xone� 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 datedMorch 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS I . None. I . None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1, None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Counry Department of Regulatory and Economic Resources (RER). product� for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with mi any section of this NOA shall be cause for termination and removal of NOA, 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory andEconomic Resources (RER). 1. Alone, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and 00 E-5 as well as approval document mentioned above. The submitted documentation was reviewed b Helmy A. Makar, P.E., M.S. y 'Z _0 Pro net Control Section Supervisor Pro(ruct Control Section Supervisor Product Control Section Supervisor 0 LJJ &_� �. // QM"fflff =INTY Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date; 09/11/2023 Expiration Date: 09/11/2023 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 B. TESTS B. TESTS C. CALCULATIONS C. CALCULATIONS (D 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 (REM. E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -4-0 1. Compliance Letter with the Florida Building Code, 2017 Editio4 issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- W Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. _F5 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. 0 1. Drawing No. FD4612, titled "Precastand Prestressed Lintel Details", sheet I of > CDL 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 0_ LT4612, titled "Cast -Crete 4 ", 6 11 & 12 " Lintel Safe Load Tables ", sheets 1 0 < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -0-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 B. TESTS 0 C. CALCULATIONS L None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS F. OTHER 1. Article of Conversionfor a name change. UJ Product Control Section Supervisor Product Control Section Supervisor Expiration Date: 09/11/2023 Expiration Date: 09/IM023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 SHEET NO. August 10, 20221 -1 P 15 1 'A I � I . - - -�� , , � ,� r , �, :- , � � I -.., . . - i � .. . � :'y ; . . I . ;, , - - , � . � * ; . , . : . . �11`321'-- . I . :.. ., � � , - I L. 1� "NOMM-F I . . � : Z11L1EC0—iNC\- TILLIT TESTING G ENGINEERING COMPANY WATTRR A. TTLLrT. JR., F.E. I filtecovao1corn FL FIA, Llciw� N., 441i T PLCA141­N11DW6TIY PRODUCT EVALUATION REPORT REPORT NO.� 204728.01 PATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT $US-CATE45ORY.- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Gigbal Protection Products LLC 4600 S.K 51 Street Davie-, Fladda33314 1. PURPOSE OF E 1,LUAT11014; This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. iSystern ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the produci for the purpose Intended at least equivaleni that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code dhanga that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 9.1. PRODUCT EVALUATIONIDOC,UMENT(p.E.U. Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thro 26 of 26 prepared by Tilteco, Inc.; signed and seated by Walter A. Ti I lit, Jr., P� E.; dated 0712812020. This drawing is an integral pa rt o'Up's Evaluation Report. -wen" I, .1111�1 .V-!� . . ......... k/,?.7% "' � � � 4 -, " -N - . V, � - c, -09Q .., l,\C E ,�, -...-? 1 - ­`­-. I-K - , " , .. - I " -7 - �-:-:.: � NO� 44167 -* " /,e / , �,4�IA * " : * / 1, 4 1: -- -* . -� 'O. , 't, . � I'_-,. ZOP.In�..--'$� S ,,, �cl Is- . ., - �,* . e �9 ,-. , N 0 6355 N.W. 36th Street, Suite 305, Mimi, FlaFida 33166 - Plaorte. (39�) 871-1530 - , -Z I %�,,'N )iOl 2 22, TEST R PORTS: Large missile Impact and fatigue load tests were performed under Protocols TAB 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAB 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-509 dated 08/09/1996, #9&570 dated 09118/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and # 2126 dated 10/0511 998 witnessed by Gilberl Diamond, P.E. and Report No. 0219�011-09, dated March 4, 2009, signed and Sealed by Edmundo Largaespada, P.E. and Henry Hatterm, 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. S UCTURALENGINEERINGiCALCULA OSS: 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 161 6 of the Florida Building Code. Calculations prepared by Tilteco, In(-, dated 11/03/08 and 03/1211 S. signed and sealed by Walter A. Tillit, Jr., R E. 1, M15SILE IMPMT REal&TANCE. Large missile impact under section 1626 of the Florida Building Code, as per TAB 201 Protocol. 4­WND LOADS RESISTANCL 2-0 Gage Galvanized Steer storm Panel has been verified to Sustain wind pressures. Maximum panel length shall beas 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 5, 9. 10, I 1, 14,15,17, 1,8� 1% 20 25 and 20 of 26, of Product Evaluation Document (Pi drawing No. 20-176. A. INSTALLATION: I rstallation shall be performed strictly in accordance with details indicated on sheets3thru 7, 10thru 20, 23, 24 and 26 026, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 9, 14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-17& 'k0,kWJIIlIlTJf1"". 0� I ?" A � ,T.14� /5�!11, ­S�-,­. . 6 " ' " 411, � ��, � N ,' . tz 11. --- � e �� ­1 . ,O,GE &,� .,:'? �11- � I .SG I , - --- -, .. - . I. �- . , 167 .. = :-_�!n4!��3" . - . . I a ---7-:7-7', -,e�� * �*- ",V/Affi�-, - k.,4-, S I E �, / s,q:, TATE OF �:Czf - - - F, 1p, - . , 44 ,� ,kog". zmlb --,,$-�,�e ;z r,�- - q� .,-� e , *, 6 .. ...... ­�N 4" 1�,,,S/ONAL ,O 140IIIII"11110, I I - GENERAL NOT 83) IN CASE THAT PRUGA$7 STORE OR PRECAST CONCRETE PANELS. STILXXO OR WOOD BOARDS BE FOUND ON THE O" FM 2111 smu am" COSTINO WALL ANCHORS SK41- BE LONG ENOUGH TO REACH THE MIN STROCTURE BEHIND SQGH PANELS. mm I STORM PANEL SHOWN UCT EVALUATON =UNDO (PED.) RAS BEEN VEi MR CWPUANCE in ANC140PAGE SHALL M AS MENTXINEO IN 8, I) AND IN "). ACCORDANCE WITH THE M20 (71h EDITION) OF THE FLORIDA SULD114G CODE (C) MJA=K-W= - - �- - 1/1.0 TAPCON ANCHOFRtSL AnS MANU D BY I.I.W. GUWQ"� INC, DESI WIND LOADS SHALL BE DETERMINED AS PER UCTM 1620 OF THE ABOVE MENTIONED COX, gn FORTWIND SPEED AS REQUIRED By THE JURISGICTIM WHM THESE SHUTTERS WK, BE INi AND - 0 PANi FEMALE 10 AND PARELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR A DRECTIONQUITY FACTOR Xd-0,85. USING ASCE 7-76 AND SHALL NOT a1CUU T14E MAQMLIM (A.SD) - SCREWS PER NO.' V4�' S. _ " 6%� DES" PRESSURE RATING$ INDICATED ON SHEETS 7 THRU 12. lk 15, 14, 79 A, 20, 5/e WOOD EUSHING. AS OMMOUTrD BY ALL POINT SCREW, EMT It SPVCIALTf 00. IN ORDER TO VrRIPY THE ABOVE DONDITION ' ULTIMATE DESAGN WINE LOADS DETERMINED PER ASCE 7-ff M SHALL BE FIRST REDUCED 70 A,So. DESIGN WIND LOAM BY MULTIPLYW. THEM BY CA N ORDER To C 1) MINI UIA 114ACAM PENCTRAIMN INTO WOOD OF TAJACON ANCHORS SHALL BE 1 112' AND 2* FOR ELCO PANWATE PLUS COMPARE THESE W/ MAX (XS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 T14RU 1;. '.. 15� 16� 19 & 20 ANO PARELVALE FEMALE 01 - - IN ORDER -110 VERIFY 1ANT ANCHORS ON THIS PE,C, AS TESTED WERE NOT OVER STRESSED. A MX WE C.2) MINIMUM THREADED PENETRATION OF LAO SCHEYN, INTO THE WOOD FRAME UNII SHA11 BE , 112 , 90 [HREADED REASE IN ALLOWABLE PENETRAVON INTO STUCCO SHAL, BE WAISIO9110 AS PART OF THE Mi THREADED PDICMVON FOR WIND LOADS WAS -%M USED IN THEN ANALYSIS. FASTENERS SPACIN STRESS C TO WOOD RAS BEEN DETERMINED IN ACCOF&ORCE WITH No.S, 201M. C�3) WKMUU EDGE 045YMCE OF LAC SCREWS, 04TO WOOD SHALL BE AS INDICATED Ik THIS ORAMING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE NIS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Of THE AOM NEW KING' CODE AS PER HURRICANE ENGINEERING A, TESTINO` INC. REPORTS 94-569, 96-100 & SS-M AND CA) MINIMUM PENETRATION OF WOOD GUSHING SHALL BE 5X, 1/4' 0-20 SCREWS USED SHALL BE 4 i/2' LONO MINIMUM - FENESTRATION TESTING LAB INC., REPORTS #2032 & #2126 , AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. SHOULD "COO COSL AND I' MINIMUM FOR WALLS WITH No STUCCO As waL As AMERICAN TEST LAS or SOUTH FLORIDA REPORT 047219.01-09, AS PER TAS 201, TAB ZQ AND TAS 203 STANDARDS. C5) 04 CASE THAT PRECAST STORE, OR PRECAST CONCRETE PAND.S� SIUCCO OR WOOD BOARDS BE MAD ON T14E eqn,,4 I ALL ALUMINUM VURUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NQTED)� SEE SHUT Z WALL AN04ORS SHALL BE LONG ENOUGH 79 REACH IRE MAW STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN C 1), C.2) & C 4) 3 ALL ALUMINUM SHM METAL JSED At CLOSURES SHALL RAVE 3105-1,414 0-1.01. (0) ANCHORS SHALL BE INSTALLED FOLLOMNQ ALL OF T14E RECOMMENDATIONS, AND SPECIFICATIONS OF THE ANCHORS MANUFXT�" A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEQ­ ASTIV A-653 GRADE 50 MINIMUU, 0-60 GALVANIZED STEr, OIL54NATION W/FY- 56.6 W fAFrER ROLLED). a, PANELS MAY ALSO BE INSTALLED NOMONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SELMON .A THIMUCH To ONSETS 4 THROUGH 6) EXCEPT TKV HEADERS (2) & 0 SHALL NOT BE USED 5, ALL -'CREWS TO OE STAINLESS STUIL 304 OR JI6 A151 SERIES OR CORROSION RESISTANT COATED CARBON STUL n PER k OW 50018 W ­1 YIELD STRENGTH AND 90 Ini TENSILE STRENGTH 4 S40LL COMPLY W/ FLORIDA BLK.0)i CODE 9 1 SHALL RE THE RESPONSIMM OF THE CONTRACTOR 10 VERIKY THE: SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 11�50 SECTKIN 24 .3.4 ATTACKED TO NSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTA04CO 70 CONCRETE BLOCK 09 WOOD FRAME BUILDINGS. 5 IXXTS TO BE ASTM A-307 GALVANIZED STEEI- OR Ali 304 SERIES STAINLESS SlUi­ WITH X lPl MINIMUM YIELD STRENGTH, lo� EACH REGULAR STORM PANEL WITH LENGTHS MR W-5 THROUGH 12'-4'. AS QrONS E,X &I 10 AND ALTDKQWES BW, SW & IOW ON SHUTS !I, S A 12 RESPECTIVELY. SHALL HAVE A LEGIBLE AND LY V,MKILE INC NSTRUCTING OWNER OR 7 ANCHORS TO WALL SHALL BE AS F011OWS, TEMAN" TO SECURE PANELS WITH APPLICABLE REIWOXDX-W DURING PDWOSI OF HURKI WARNING (A) M-Cil'JiDr�X29aLc�rE, 11 THE INSTALLATION CONTRACTOR IS 10 SCAL,1CALUR ALL SHtTTER COMPONENT EMES W14KH A04NN IN CONTINUOUS CONTACT WITI- -1 I/ '4 TAPCON ANCHORS AS "INUrAMR01 Of I,rLW� BLALOCK, INC, JM. F-M92 p..A.) THE BUILDNO TO PREVENT VANDAAIN iNTINAMON, - /4! . . 1/11� CA"-N ANCHORS. AS MANUFACTURED BY OEIVALT INC. (MIN. 1'�3000 p­.) - 1/4 0 A 3/4' SOLIOi "HORS, As OSTRIEVITO W ALI Pow SCREW, BOLT & SPECIALTY CC, 12 STORM PANEL INSTALLATION SHALL COMPLY WrIn! SPECS INDICATED IN IRS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (Mi "-30W PS.0 PROADED BY THE JUWi;�IZN 04M PERMIT IS APPLIED TO, - 114-10 PARELAL41E FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, (Mlk f,­3350 P..,;.) 13 (a) THIS PROD= EVALUATION MCUME14T (RE D�) PREPARED By THIS ENGINEER 15 GEHENW AND WES NUT PROi fWORMATON - 1/4�O CF TAP-40" ANCHORS. AS MANUFACTURED Of TRU-FAST CORPORATION (f-3600 p.s.i.) POR A SITE SPECIFIC PROJECT, ;Q� WHERE THE SITE CONDITIONS DEVICE FROM THE P,E.D A 1) MIMMUM EMBEDMENT OF tAPC-M ANCHORS INTO MRED CONCRETE SHALL BE 1 .3/4', ?* FOR PANi FEMALE W CONTRACTOR TO BE RUSPONSIOLE FOR 'HE SELECTION, PURC14ASE AND INSTALLATION INCLUDING LIFE SWETT Of THIS PRODUCT BASED ON THIS RE& PROVIDED HE/SHE DOES f&l DEVIATE FROM THE CONDITIONS MAILED ON THIS DOCUMENT ID AND PANDIXTE PLUS AND I $/a- FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIMi A.7) CALK -IN & SDUO-UT ANCHORS SHALL PE EMPEODED 7/9- WTC THE POVAU CONCRETE NO EMOCOMEND INTO fc) THIS PROGi EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOOVEO� STUCCO SHALL BE PERMITTEO. 114- V-20 SOREVS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXWI� NO 1' MINNUM FOR WALLS VATH NO 5=13, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEADL (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHFTECT WHICH MU BECOME RE OUT WITH WING NUTS ENGINEER Or RECORD (E.O.R.) FOR THE PROJECT AND WOO WILL BE RESPONSIBLE FOR THE PROPER WE OF THE P140� ENCINUR OF RECORD. ACTING, As A DELEGATEO ENGINEER To 74JE A ,I) IN CAM THAT PRECAST STONE, PRECAST CONCRETE PANELS- PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THt P.E.0, ENCINDER. SHALL SUBMIT TO THIS LATTER THE SrEl SPECIFIC DI FOR REVIEW. CITISPNIG WALL OR FLUOR ANCHORS SKAUL BE LONG ENO" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS WNTIONED 4N ki) AND IN A.2). W NIS PEG. SHALL SIM THE DATE AND ORIGINAL SEAL AN12 SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD IHA'r PREPARED IT, IE) �"ftz$AMA�k;UFACTiU�NW:,Wv !G,U/FD��-�jl " L T * Gi INC. t4 SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.2,3 OF FLORIDA BUILDING CODE. ONE LABEL - ty I . 7/8' CALR-4N ANCHORS. AS MANUFACTURED BY DEWkr INC (MR, I'- 1500 pe l) C SoLli SHALL BE PLACED FOR EVERY OPOUNC, IABEUNG to COMPLY WITH SECT" 17091.2 OF THE - i/4 0 F S/4� SET ANCHORS, AS O[STRIED'i By ALL POW SCREW. BOLT Ar SPECIALTY 00. FLORIDA BUILDING CODE - '(1"N. f,­i800 IF M�i ) PARILMATE FEMALE 10 AND PANFLUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTROCTION I THIS DRAWING SHAM ONLY BE USED TO I P�10 , NO CIS (MIN Wi P.0,I) 00%11W NINN, DETAIN PERMITS IN THE STATE OF FLORIDA - DU CIF TAP I A", ,*, /4' 0 -GRIP ANC,K)AS, AS MANUFACTURED BY rRU-FAST CORPORATION 0% �­. !1414711h I -­ "- .. FLORIDA BUILDING CODE (High Velocity Hu Gone Zone) S 1) MINIMUM EMBEDMENT O' TAPCON ANCHORS. ELCO PANELMATES AND CF TAP-CRIP ANCHOR. INTO THE GOA . I ;, - -�,-., "' .1 - !'i S BLOCK UNIT SHALL BE 1 1/4', Z 1 '.- � -=0 M� NO, F, - a - . 20 GAGE GALVANIZED STEEL STORM PANEL DIIAO, N, NO. 4 9.2) CALK -IN A, SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' IWO THE CONCRETE BLOCK UNIT No Emea,ipp 167 ", !S . I . INTO SRXCO I -ALL RE PERMITTED T/4- 9-20 SCRM USED SHALL BE 1 1/2- LONG MINIMUM SH04 STUCCO OF I- . 0 GLOBAL PROTE 07/n 2M '2�, . IIIIaI _ CIGST. AND I" MITIMUNt FOR WALLS WIN NO STUCCO. =- -!�� 4- �-­ - �:�- CTION PRODUCTS, U.C. ,/ kT C, S, - ­01 STA OF / 11LIEC0,01 "", * . .uw 6, STSM - � . T- -- * n- ' �­-­ F`9==.�r= ..W- C�)I-73.!� =`l.-)-­A- 20-176 S-A;�--` - 0 R DN W "F� .'I .- � S .. -- � " � * -, ­ � . �, - IPNI.�:,:: ­�­ 0� ft - '" , , �I , --— I- I'll. S/ji 0 � "I �i,ii ,A., U"X ok-000110 � j �OPI", If- ERMW �well "', � . "" ,, - � ANCEY �L-, N - I - I I ;�; �. � ­­ � .. � I I INSTAUXION INIQ EXISTING POUSED DETAILS FOR REgULAR PANELS CQNCRETE OR r,ONCOETE - I & a BLOCK STRUCTURES CaNcorm .. CONCRETE AN04MS I THOWGH a) CONCIRM ANCIAM \11 11 M.-M.- ;,--V---E-.­- ". , CONCRETE ANCHORS �\� I , EXISTING POURED '� is" 50=0"­ 14, . .2) 11 EX67MG POURED . I I (SIX SOHUASE W I . 4 - - -(�) ­— ­­, ; — I ' , L � " CONCRETE REQUIRIff, � , --(�4) : s — \1 o�� \ 7 —1 ..A[ I- � � � Ww 1/4- =4====% CONCRETE �\�'11\\\,�-11%11\\\\��, I - - - i 1 1/2 - � -I 1, Mi -\ CE :: . uw� 2' - -71' ROL- , " 4X',%-,%.S­­ ` ill- — --i ' - * I r ZZI; ;� , ." ­ C I'A � d I ! � M­ --- i I i � I 11,11 *V � - , .51"k-111, : 1 17 ----------J tXISAi ravI,�-a F-D. - i CONCRETE i 1 'I' I � I i i I I li� � ED. " ! I : V 4 ia I - REWMI � 2 -. 1Z MSCHO POURED I � � I .. ­ .,­. J � , -- 11 , ,� - i ( . ; � CONCRETE wovili ; I I r - 1� . ',f14-4WTV1 - aw., R I I 1, --- � I R I, 9 --wgW. - � MW 8 ­11 ' 'L I I � *� , SSW,� a i -T 9 I - SCHO)" I � 04 RIOU a - 1 'm SWOMASON - -q) TO al� 1 1 I ORM Sna 0 1. - - Ilir CC` i = SCHUHLE I ­111" -ZZOMON I lF ; I i I I � .. : ...." I �--70A i 10 1 =1 � I I CUee 9 n,A %�=IoN - To 0-vls, I . , W TO 0 - - /�- - -- f Y 1. . - � . . :,��= : ----,, - 9 I 1 1 I 5 ="-� ! =1-1--i � R i i t 11 � � ­ �, ,,� 1. I- I I -11 � I � " � " - ­-1 - -.1- -1 - - - ,� 9 i .. ­ - Il- I i I I --T I I � A ; I ! : ; I i I I I � %, -,�;vl�,+,--�� "I'll .�� r I "I '�" : I � i i i I d I W,� I I - - , -, - I I I I -4,11M. - 41�-Z11'1�1 .7".'s ! 11 " I I 1 � ' E-b- . i I I 9w; , 11 "I - 9 . - I : 11 IF i � �, I . � OAR, STUD 0 1 , - I � - ;= .. �/' - � ; I � �' riasnNia POURED I I I 1 12 'Ir =. 1 - ;- I Lo. EXISTING POURED ' I I EXISTING ED ... ­r ati.- 1 � ii-ilr cz ;, K 11 1- CONCRETE %RLOCK - REQUIRED, 11 I DAW ow * ; 'IV ;1 � I CONCRETE OR - I � CONCRETE BLOCK , ---- _J C OR I - BLOCK ��, CONCRETE I ;P 15' * -- - ---- 4 J-L�--:-: � 12 ft�, 4 : , -. ­11.­ -1 -1 . 1-��lw%�.,\�'��""-.,�'ll��"-�'.. -�­777 I I , 777 , � I REQUIRED. t­C , REQUIRED � I 1-1 1, -1 .'�, , /2-- IF5 , P, . I , . 9W, � L- 1-� I - J -s- rol� �.; y 11 ��­ � ,�� ;; -1* AJLF, - -4 I �" _J US ­* M­ .,-� / CONCRETE ANCHORS � : 5110— , , - M -g c, 0- (1) ­IV4.- I I- W , r REWIRED, w �D. AM ANCHORS , coNcour AmoNalti; ", CONC - - ; XWO ar ; ;( .- - , SmA - CN40RM ANCHORS Z, 1914101-S", �� SCNE,i/ = I ON S`1= ar. . 0) (SEE SGIOU" ON- wrrs a "Row, %) , F- (� salmooa: ox -- a - . S, ... SHEETS 8 THIRD" 0) SHEETS a THROUCW 0) WAWWIG SCALE 3/8-l' MUNG A&M MOUNTING $DUE 3/8- I. BUILD FA OUNTNG ;EM'A ALTERNAX BUILD OUT M0UNT1HQ :�M,A ,--I . -- -- I -- I 6 E.D. - EIDGE 015TMCE : % t" 1 ­0 I (SEE SCHEDULE ON -4 - 7 t.lrl I I SHEETS a & 9) I ! 9 I i 44­1 , It M. 0 I 1 I PE SW-41ION OF ZECTIONS; - I 1 !�!36 LI "Ot = 1 �, a VIn"1116NN", N14 TOP & Baripm mouNnNas CAN BE I I , I I A" tfk A & : zel,� COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, � -,k','N,'Z',-��,�,zt��\,,-�k\-,-:\,\,-��-�,��-�\:��\ , �' , �";\� ... " \ 1L*.`1\*�,GEN-'1` - . - .e 1%, , %X&�,��gk - 1, .r -�lp I-'- DRSTING POURED, 4 �­,,, - CONCRETE - -�3/4 I REQUIRED. — I , . . .. % - if *..- I g'R Tt57 - - : = TV '. * . = FLORIDA BUILDING CODE (High Velocity Nu cane Zone). 9"M TILTM W, 20 GAM GALVANIZED STEEL STORM PANEL FP- \N \\��, I �\: ... ar i 11" TATE - ORAWN sy, ------ -r— ­1- ­ ­ IZEILING V= MOUHTJNG - . - -� %.'-" -. -­­, ... . . -� .. ""' ,'� Mill � V /TIL FECO... \ GWIIAL PROTECTION PRODUCT-, LLc. "'.,1,1� ­ AM SLIL rA STROU ­ _ IR . - - Z, 04 0044 n. M31 asv.4 = ""a 20-176 2W . MIT= 'i OB4, 7"Mi Fm "Xts-an, - - I Con - I., - SCALE 318-l' -r ....... TZ CA- "IN", I 'I — I - , '-' SMAGRATUff"aw - , I 1, A= ��fll A. 10-7 . I - i I [ � I - I RRODILCUM&LUATMRE�= 140, 20-02MM 3 6� MAT-ERIA-L�CHARACTE-RISTICLS,AN,D SPECIFICAT]ON: Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Prod uct,5va I uation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as IrIdIcated on sheei 1, 7 and 21 of 26, of Product Evaluation Document (P,E,D.). drawing No. 20-1176, T LIMITATIONS AND COND1Tl0NAjQFJU$F- 7.1. Shall be strictly in compliance with General Notes No. 1, a thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evalual;iqp 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 49 installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shal I only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tlllit, Jr., P.E. (Florida License No. 44167), President of Tilleco, Inc. (Florida CA-0006719). ,A%,J%%It0 WIMI,q 411'1� �� A,% T114. ( I .... ". , 0� i... E " ns�'­' 1�!F ,,�� � .., - ­.­� Z ... I I � Z! - * -i- ----3 - - I � 1 . S ­ -- `�-� %—L=5�-- ,, , - %— 5L * I * :*= ' �, �- .1�5: ,,r Ll-*,�-., STATt OF 1 1­ . S I / 1 -s -0 ". . . I &, - , -40R * , '� V;2% ­­.­"'* r1h,71 IONA� , 41iIIIIIIIIA1101 WATLL D'1� TILTPCO AOMON R.Er,ORO$ � F. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC � 20?BAGE GALVANIZED STEEL STORM PANELiDRWG#M-r7S%RF:F'C)kTO20-0728.01 I I .10 Z 11LIECO imc I TILLIT TESTING S ENSINEL-741NO COMPANY - - -,------ - ­- - , ­ ­ ­ WALTER A. TILd,IT, nL, RE, PRDDUCTEY tillOW&OLCOM ALU MAIT, T'i-N, OLL6, AILON REM -All F1,C,& Umn',I.- 0,30,611 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB�-CATEGORY- Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protactim Producl%JJI& 4800 S.W. 51 Street Dai Florida 33314 1, PURP0M,OF EVALUAI[ON:r This is a Product Evaluation Report issued by Walter & Tillit, Jr., P.E. (System ID -# 1 906) to the Global Protection Prod ucts, LLC, Rule Chapter No. $1620-3, Method 1D of the Florida Department of Bustness and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accardar,kce with the 20,20 Seventh Edition Of the Florida Building Code, and to verify that the product is for the purpose intended AHeast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In me of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 7.1. PRO-DUU EVALUATION DOCUMENT JP.EMJ� Drawing No, 20A IS., titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tiltelco, Inc.; signed and sealed by Walter A, Tillit, Jr., P.E,; dated 07127J2020, This drawing is an inteR � plIT '164 I Is 4, , Evaluation Report. o" .�� ....... 4/;,.4%, , ., � K Iii, , ,,�, ,� .,. V . <-N ��'. .", ENS ..- � - ��,� ,,�, ..' - I I ... - /- ­AF_ - - . 167 , , ,�ORO, 6355 NX 36th Street, Suite 305, MiuriL Florida 33166 - Phone- (305) 871-f*;�4*�Vt- .44-1531 ----- COMRONENTS EQR REGULAR & LIFE faAFE1Y 5JORM PANEL$ (SCALE 1/2-1 *) ------ ---,---,-- ,--- --- -------. -­ - 15- 1 W (TOTAL WXYTHY — ­ - - - - -- - -- -­ --- ­ � ----� --,----- -------f5AW (TOTAL WIDTH)- - ­ . ..... ­-, --.-[ � - - ­­12-Sw (EFFECTIVE WMTH>--------..----- 1 I : � �,­ ... � .,,-- - ---,--. ­6 1/4' 1-1 ­­­� i f : I --- �$,2W------- � i � 1�*O,--! 7 I.*)- - 1 ,�-Eoi I , , " r­14o- --� - � : I , ,�'hi � I & > OLOW " THICK r-1,3w­ e�it ", I �1. ! / 1'�­--� IN, I I a-- I �. f � 14�0 r ------ T.4D,i� - I GALVANIZED SM ,�'�-,`T, - k- � 1, - � I I �, , , '4 'L - I - AS) -GM t , %�O. - � "'i - ., , '� �- Mw MIN " I g GRA&v MINIM , � I/ 11;, TH" -/ 1 2"67 � . 2'.667- 1 ,/ - , G-1 MV. EDGE I I I I , , . � . 2. I I . �,4� -�,-"- " -HEM TYP ASTM A,-653 TYR , r - -Y, ., . arrAIL �, I EDGE � 0AAVC,SQ MINIMUM K. &T , -1, M I T �� - - For 0-00 Sky. 7' 7 I . A X 48,W 1�1. , 48Z I i ) I ------ I I - - ­ I -­ --------- I L-- � -------- ----- � ------ �- , �� � .- -1 I.sk- - - ­­ .1­­-­----6,25o­--­ I 3.50" (DEMRV-EAta (1A END STORM PANEL 5 2A97'­- Z ,,�,4�,, I . ,. ­ 1-� -- - ! I ----- --- 126' AANE�!�,f��I?" V �",. .250- -------,7 - 2.187r'- - 1/4-OL-20, -*-20, Aw 11-1 I too* US 1501, W/ wil"D EDGE - 1, 1�250` � ­��-, ­" STUD !� San : I 11� I I i �Too` I - I ­ .'i25-! "" 30 ... 5 �Iw " : - It a _ - � RVM &S. STUD Mi I -, -�". Aw 'll" i I ! .M. I " I 1 11 -1 --- "I I TO ANGLE 0 TO AHOLE I " I '46'A'l - jW � , i 1; � c 12 Ilr ac, 12 I, - �J � . - - . 1 AGO 11 � ,", 1 t ,11. - - I _ -!. -----I I En 1 � �� �� 1. 3 75, I 1.soi : 1 3. i - .093, oa,;t, , 2., W 2. 090' ,�,�,l a I ; t I I . I - - - SEE I ."s, G39* Sm DITAIL � �1� - 1 . -002: I i AL I DO" I � I 2-,25 - I - - ,� __-- � R�.a �37& i­ _ I , - 6 L r ...... . �I IAVWMIEI%� : it , 375, i .1 u,". -12k4 �--I F � I I �', . I t , � -, � I � I � , I / - L I � I � 1-1 ;- --­1 .,-F' M- ---­...-­­-- I L -t�sw' - .J -h, (W IFULL & 30' _ __ ... 1­­2.ODoT.-­ -� ISOMETRIC VION 011111" ,-/L--­:LOW - ROUNDED CORREA 0 ENDS OF PANEL'S .,IL,...��-- FULL It LWD LIP W/ HEMMED EDGE. (1) *b* ma (�) mlr_� (�) AN%L (R ANGLE )NTH STUD @ ANGLE YJITH (N.T.S) HEY= STUD I --- - 4 VAINES i t SIM GET, 1 _ = _ f-_j 1/1 4 A, 2,114 4-44, �ZW . ­r, TOP CODE 1 '011 X4- GEE. ­,,750'�­ - I ..... c T F- - -- � PANE. Laa:- , Tr -E .,W­--,�- 1 '310, W ft - 7 i k ­ TIF-E �]o , i i � , L- - - F - .. -- I I- - I A t- I , =4--j7i �4 i. A " , AD. " 'i� I 1 1,40VI s7r .3" 0 � r- ­- , A � 1 X40' , , ,� i : oa- - I- ­ - ­T i- '7- 4, ; I I 61. ; ­ ­- I -1 � I . i .3. , 1.671" 11 L �I 400*1 ; I k- --- '001. I.SA kzw I 1 % I 1 "' �� I N-ILUS' 1 * - 493' " ; � =r", L I I ­w � : 'I , � I . I i-,� L­ mm L I I � ; EVM PANEL OVERLAP , -----' - ­­ --- � : -----� = 2110T`— 1 .bii�- � �62VIF - - -TTYF.) 7.0100" (�) � I ; T-low - (�) 77 TRACK Atl= (R AX 'E" TRACK (2) ELAI ft= �-�Ow MM STU12 v OZ3V (W..) ,%ji"IM0440 � CALVAN", ,U, 4 - -�-;#- .A, . , � .- ----------­ ej N� Tll� . �� I 'm 6 I i -- ;; ­1 ­1 ,� I - " Is' LOKO .. .. ,;; r -1 I Ae`�ii�� %. V � - - - ' . E D ,� \,�� F - I . � XS11! .43510,MS,# .1 . � I � - Ra ax-� Al U 7 : _ ��±­l - =v Z No, 44167 "I 1 — lk - t � Z � 1 . I !7- = :*f I- �L * . � Z *' FLORIDA BUILDING CODE (fth Velocity Hurricona Zono)l 1 ----A � .� I � ­­ I -� S : -1 - NICKE1. & W,T"`�,;:C,L .!�,� STATE OF -Zlit Fam TAM., INC rp ,,, - = -A IA ..,sg, 0 20 OAGE GALVANIZED STI STORM PANEL I -- I 5� I-.Ig7S- LATED WING NUT 'L IA�..,\i$. DRAWN ft. � -I %,o.'-. A4 � -- 0 � ­---2.Qi (�� KEY 8 �4" " ­.. . , i I I I? — GLOBAL PROTECn 07121/1110 Ml 4-.11 AT PMEL X;6�� - ON PRODUCTS, U.C. N,TL� 2 X7-XIX 11 I "No - �­---- ­, I'll 11 MKO &X 14 STREET — �-!�� (a) * ALTERNATMy. USE MOD NUT WICUT J, �N! a. -or-, ��, ftw�. R­ w1wi.),"', � , . 20-176 � ")Sbei FAX ALUMINUM AN= MONOUTSK! WASkO W/ ADINTOKAL V - � 0.0 -­ - am An- A ?/Ai WASHM ISTANEM SrM OR ANCKEL "M SPES.). As aw./wRoummmm CA­TIQW�q , I Mm [wZ.1, � I- DAN" .. . ON `- I = I - - SHICIT 2 or 26 - . I - I . � I I IN5JALL91QN QEIAILJ EOR REGULAR PANELS &..dA M 99-9M DITAU EM IWEALIATION IN POLM CRICIRM INTO EX151ING POURED CONCRETE OR CON RETE BIL06K STRUCTURES 0M J= OR W= � -� * , 1% CONORM AAKNOR$ � * VAIJD FOR WMA UEE SM AM U HAW 2M 8M MMU F' - =-T'4"0R 5 w'-CICIF (SM $Mmu ON � VrMi* -- � � ­1� "' m'z UT SNMM a THROUGH V) . � '.1 I. I 2'w 'IN " ; �', - � --, - - ' , I- __j F �T , I -t­� * "" 1-1­1 1/�' , , ­Wa�?, O.W i I I ---k! -1 Z' ,�.�� ., . , � iz�, -,1`.,1 ]-- i I EXISTING Pom I &.1 - ­--1 M, � (�)-- 1 - =Z�. 71 � -�- 1� 2"� SHS, 1-1)-* f' I � I - I ��11) � , I it J- � , I - I .. , I , , I -1 I - �,,� IVFFhl�� = � .IT i - �, � 11 ,a I n , AY I'll, , 1 ". I; I I'll ­1 � = ATj I =W1 P71m, I r.r,z , � I i =- - *.��r ,-\-i- i ETT A -- (J) CONCRETE BLOCK ; i ­01 r -L- 1-M RIEDUIRED, i , I I 'r i = � I -i 5 ". - 1 . wv,ml� �-­­--- i i . C%� i I I - -- ­ - ­­ L-,,- ­ - ­­11­J � --� I I - � �-. -. 77----, - 9 , " ­ - "' � I' I i CASE 8 fPLANI Mwail " I . 6F - I 9 SCALE 3/16.t 041 ti. Di W= - i � --4 ,p, - -,- , -c— . ONLY. i .a. i I 1:1 , --, � -­ ­ ­- 9 =. w;A%X4 a " I I M � a a — � ". ,L-----" ..� ; --ul id gzw-r (I)-@--- I ol i mm - 1 --(D � 7 T. Q.-7- 9 I I r. -­W� ! . :,: - ./ 1\ I I � i au-, 1 - - 1 I-/ �j .1 ­;,�,;�W-11;�001-�, -17-7- 1, K = ,", - 111;1��`22!6� i 3 A MMO, � I I � I I �--\,AT.,8,­1' � � . ;1 ,".'I'- i �- I -i- \ , I i I - ' E�o I i � f I I � . -/ �� EXISTING HOURED 1. , -- �. OR I i . I I � 11�1 9 t Q%.Qi7") COAXRM III ! I =� ED I REOUVED, OR - I i QA�"N) I I i � - I I CONCRETE BLOCK I ,! . A"�-- zmr-�-. i .. —.-- ­ i --­ IL -4 r "I ,W-- =-mat. 46-a - A, O" IN OR FAMILLANI- ' ' - 4 -- ., � �-=., 1 -4"S - , 1 � .-. -=- ,"I:r- FI04" ID AM MXAAi 14 CONCAM ANCHM­ ��� I I ­ (�) -, -� 41�� 6= 1 r. , .. PLUS OR OF TAP-GRP (SIX ScHlow - -, I 4 I (SM GOMM ON SNUG a M. 0) , , &A. . - i SHEETS a & 2) WALL M9yJfflNG (D.M.) 11 BUILD ONT i - I 4 -I/ I � UGNMe, . -a, RAN, 14� --�, -cl ­0 " , CIVIL* IS— \C�l / � OPOING INVIN &V� - A I f � � 9 10FUlEi. '1-_PGE OF EXISTING a NEW I' W DE � VARIES . VE7­ I ED. - EDGE DISTANCE . OPENNING ­0 - 0 -- ,�. I , THICK AUJM TUBE OR $ * (SEE SCHEDULE ON � Q%- � I � ­-, -,--= No STUCCO/ P,T WOOD PLATE SPAM i " It I - I SHEETS 8 & 9) I � .- I .VNN) / / IRAND L I --(a) ,,, . �-! �, NEW I' WIDE A VMIES A 1/$' 1 : ! I � ALIAW TUBE OR 1* v VARMS 1� � ARNMISIM X-SLMOLW I i !-� - P.1 wow PLATE SPAM I : I TOP & BOTTOM MOUNTINGS CAN BE . I � KNIND TRACK I i 6 I. 11 � COMBINED IN A14Y WAY TO SUIT ANY C%MELANI " � - I I " Xr i 004CRM 044200% �� ­ 1i I (Evc SCHOULE ON - INSTALLATION, 6.11 i I ". - , SI, ,,� E,, a THROUGH 9) , I I !RACK C.K. ­ I 1.1-1 , , - 6 1". CZ: - IR V T14ZN 110" - � L, I I , - e ! I rr-t -.... -r- ,P .. ..... , "I I — EUSTNG POURIA .1A. FLORIDA BUILDING CODE itilh Velocity Hu -0S"MW`aK.5- , � MUM OR - ­ �� WX .MR Loam . e� �r.,-` kk*,- - � N colic Zono)l 10 - K ,,I= . - — .W. , I 0=010=" I 7 CONCRETE BLOCK VOUAL 04 41100101 THAN - .. 0= 1,01co. A,- fl. . * .,i(2;:1 REOUIRMI TIM.K`S HINW. Z : NO "Ii7 '.. S 20 GAGE GALVANIZED sm ,STORM PANEL CRASH ffy'. i*: X6 S�M�=X Z 1. ­ * - - In/a/200 - . * r -, - GLOBAL PROTECTION PRODUCTS, LLC. i S E k I .�- I --�� CAM. EQR S11"115 REQUIRED Al TOP OR 11LIEC0.111C. � &W, 51 STRW �QMIL A . ..., " I . � S-A I �,) - �4-�------, 8=11111 .., I! -!tE%M-­ M. (W)"ai FA, Cos ,.-Snn zo-i76 CRAY" Ni i - -1. RN � - F 4.no,�,r SwEn - W n - I I PRIODUCIEVALLATIONREI!ORTNO. 2"727AI 2 =M&T REPORTS, Lgii missile Inipact ioad tests were parfDritiOd under SSTO 12-99 standard as per section 1609.1.2 Of the Florida Building Code. Uniform static loads as per Section1709.8.3,perASTME-310. Test reports prepared by American Testing Lab of South Florida, Repi 0814.01-01 dated 03M 1/02 witnessed by William R. Mahqer, P.E.., Borix Moroz, P.E, and Henry Hattem, P,E. and Report No, 0219-01-09, dated February 26, 2Ob9, signed and seated by Edrnundo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic load ingt per Protocols TAS 201 & 203, as par section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab ofSouth Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by JUAo E. Gonzalez, P.E. . Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,200D, sIgned and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-11 3i8,Aatsd,DecemIxr1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. . 2.3. STRUCTURAL-ENGINEERINrp GAI&LILATIONS: On 24 Gage Galvanized Steef Storm Panel for maximum panel length vs, design wind load, as Well as maximum anchorspacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code. Calculations prepared by 711toco, Inc., dated 12/15110 and 08/27118 (forthis revision), signed and sealed by Walter A Tililt, Jr., P-E, 3. MI5§1LE IMPACT RESISTANCE, Large missile impact undersiadfici 1609.1,2 of the Florida Building Code, as per SSTD 12�99 Standard and TAS 201. . ­ RUISTAN E: 24 Gage Galvanized Steel Storm Panel has2 been verified to sustain wfnd pressures. Maximum panel length shall be as indicated On sheets 3 9, 10, 1 1, ' 12 and 17 of 115 of Prodtict Evaluation Document (P.E,D,),- drawing �o. 20-175� Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product EValuatfon Dopornept (P,E.D.). drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been Veilfi6d for code compliance to work as a non -porous storm shutter assembly, as per SSTQ 12-99 Standard. D. M.,(�)� (j). (D - (�- (I)-@ - D.M.,@,@�(D-+ (�)-(�)4)-W 1/4' � MAY. W MIN. 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. PROBE 2-VALUATIONRITIJI 20-0727.01 3 5. INSTALL-ATION- Installation shall be perforimed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 1 8 of 1 8, of Product Evaluation Document (P.E.D.), drawing, No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 1 3, 14, 1 6, f 6 and I 8 of'18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. MMATERRIAL CHARACTERJUGSANO SPECIF&A-TIOINS: Shall be strictly in accordance with General Notes and Components indicated on sheet i arid 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. 20-117& 7. LIM ITATIONS-AND CONDITIONS OF USE: 7,11 � Shall be strictly incompliance 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, Ini and signed and sealed by Walter A. 7111ft-Jr.. P.E. 7,2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 116202 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 WalterA. T1111t, Jr., P,E. (Florida License No. 44167), President of TIfteco. Inc. (Florida CA-0006719)� wA`nL1 01-", TILTECCI ADMON RECORva � F GALVANIZED STEEL STORM PANEL � 111W/10. 2W/10, 3W/10, 4W/10, +6/5 5011/10, 6W/11 & 7W/111 _ "HORS: FOR CONCRETE SU SCHEDULE ON SHEETS fl & 0 3: MAX_ ---- �I MIN. FOR WOOD SEE SECTIONS ON SHEETS 10 & 71 � i 0 — Z � "I 0 6 1 � � - T-1---­----­ ----- I - - --T-- -7- "` `-T --- ` 4 -T­-7--T---­-- rr � 1 I 1 . I I � I I I � I I . I � I 11 � ,'I I I � I . I � I � I I 1 l I � I i J. I I la I � I "i I I � , , . "I I � � I � � . I i C -.1 il - -1 11.� 1­­L-- —t V I—- - I 1­11 �, I - --- T---- , - � I - -v� " ­ T-J ­­ -1.---1-1. I 7�' I I � I I I � I i i ,;,..�, I - - -------- � 9 I��� I - -111, I ---- +- - - -- ---t­ ", ,.,L., � 11F T, I � 7 T-4r- I � I - I I ELS W/ 1/40-20,tl" i - ; -� -�- i --- I , , , � I f-I-- 115 1 -r , I 1 A.S. Nt.S, SOLT W/ 713' X 3/32' i AS f I - i P , I -1 , 4 1 1 i I "' - FWIFIGNUTS, 0 Ek ad" I . i I I (SEE SECTIONS AS APPLICABLE) l r. I . " " I j .... �,,, - - �--­.L- 1­ J­ -i-LL -- l,,.L-i--1--L ,,- � -.I,--U i � --, , k ­ ­ -- ­ - I . �," k T--v I -- I ) I 1 1 " I F, T ` I I �11 , I I T - I i I � , I -T- - F , I I i ., ,,�, , - -- �- - i � � � i ED j , I i I � II � I . I . - . I I I " I i ! I I 1 I 1 I ! � , ,�� - �w � � , � , 'R I I 1 I, I I I I � I I I ! , ­ , I --- I a . - 0i --- 6 i. ­ ,4 -­[iii -1 - " f �*i I I ----- . -,I--- - � - I � I'M - ; 3/4, - 3: MAX -i .. - �1/4. 2/4� 4/4, 5/5. 7/5, 1 ASK, 1W/10, 2W/10, 3W110, 4W/10, 6/5 SW/10, 6W/11 & -twli I �-, ANCHOM: FOR GONG IE SEE SCHEDULE ON SHUTS 6 & I � ----.--.------- FOR WOOD"ta SECTORS ON SHUTS 10 A. I I ­- ­­ ­.. ­­­- - ­­ ROULAR SJORM PANE MA OA ELEVATIQN NIT.S. 2.67' W OM51LAP -1 WHCAEE VAILM 1141�!tx- GOP CODE IN INSIALLABON 12MILA FOR REGULAR PANELS TO EXISTING EOURED CON91RETE OR CONCR E ElIdgiACTURES ANCHORS-- FOR CONCRETE SEE SCHEDULE ON SHEET 0 .­-JaU,R,EGCCG,hfF1� -_T.1 11181 ­-TIFMID CONCRETE I D N r XRETE LOOK CONCRETE BLOCK 1 , . 3 me. 767' i 1 REQUIRED � REQUIRM � REQUIRED CONCRETE A.C.- �'. MIT, (MR, CASRLA, -1 *W wum Le, mwzwa 11 NR,, � � ­== ' I . r, ­­ I . I 1---F.N1"--:-=M i AD � 0.11l, i am ! I � I- SHUr 9) ! i I F*I- ; SHM 0) I A vim i � 4 � . - J I r ---T . � � 411, I . � : r i P I --I I ----- -1 ! ; I - i f I � r I I I f t i,i A'i k , TJ �� J f J i i I J, i , , , Jr, � -! � i � 1 7C ; . i I 4 1 i : I ! 1 , �. : . F . i r ; I I L i i ; i j � J � I : � i ; � I I i; I I � I � l I Z � " %% � [i � I � ; � � � I I I �, , , i � ; OF V �, T i 1 ; � � L , E. I I I 1 ; � I � , I - ! . � I ; I i AAM - � I ­3 � -(3 I 1 � - 4_V - J- - . I � 1 -� I ! 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' ��--- � � OVURAT WMAI, I OVIRi � � I �� I I � [I� 11 � � 29 I I i i 4 1 i � I I ­­ �- -L. - � , I I , �;; i i; � � 1 � i F- `�L- � ­ 7, I L I I I i � �Ig llv­ � I r 1 �14 1 ; � I ! I A I ; � : il� i ! I � . ­L- - I, I I I ; : - I I I . i a I , 4 � ( , J ! L*I, 1, a W. 3" AN - I : 7, 5OX � ! � - . � �� � I n 5= i OF -L' � WX r`N..� - ".4 CA 0 ; E I i .1 L I I �'. ,,� ,�, 5`,�.�,T:�`�,�,,,,,,,,%� 1 � ­3 MAX � I i - .(I ' 1 .- I� -- ! I OF V � I �� I I � -��, �,�,': 1 � *------- - -- ANCHORS- FOR CONCRETE SIM SCHEDULE ON SHEET 9- ­­­­­ .,-_j ",�" ,�,, ;;* I I ,I i ; i i . a FOR WOOD SEE wupov,5 ON SHUT i2 1 7/r#,Vrr I , ! i ! I : , I I I I I , I � i �/, � : ELS 4 & a ELEVATION I I I � � � I ". -W, � � 11 E ,� � I I - r REGULAR SIORM 2 I ; I ',�,',, 1 � i 7 SCALE 3/3 I "Li : EL PAN �_, I ki�,� j,1r O.0 : l ;, � ; 1 � 1 I ­�- . - I � -- --- L­? 1/4' MM, GAP ; ' I I , , 44,1 I 7 mo'� � 0i - 1 n---J-L-­­l ­J � I , 2.E7' I I - -) �a" � � -1 1 : I ?,�� I � OAN. OVERLAP *W WLE4 7 : - =!=;� I . _V4'#­20K3/4' S.5, BOLT " �L� ­­i . " , . � I ; I �� , , W/ 7/W/�WING NUT 1 -, - - z 'I �i � Fil 11 I I - " ; 0 12 J ' : : � ­­ I ! :�: ! �� ANCY" � ' R z4 I : i z - - IZ7�- - CONCRETE ­ - , .- ---,Sa:;;, - I --- - � i � � I (SSM ON , I/V.t ,-a : i LAVtOREVE ANCHORS SUDOERED i � CONCRETE ANCHIM � MWIS�r " 57W , - = ScHma ON i ,SSE SCHEM" ON : SHEET 0) 1 i SHEET 9) L ­133= - I . NCRETE OR MW OR 511129KI-A­A­J�b2a BLOCK ll,= OR ­40240W IOX Koi . CALE ,3/.39 =I �---= J U"ED 41IMED ...-. " 1111191INTINO MW AN 1-1— 1� WALL MOUNTING INUAW INSL&LAIM , 61 RN 5m,p 9Eff SE=ft-12 SCALE 313-1- ST",,Wh;;,4',, A. I U.1/iN 1011ktl� , .* . � t: Al Deny NO Cana Zone) - FLORIDA BUILDING CODE (High Velocity Nu /Z',,, - - -,.,!,�W% I .1 I � *=,; RUM INC, r.p. I rm—n-EQ& S = . * 20 GAGE GALVANIZED STEEL STORM PANEL . = DRON of.. F-D. - EOGIE DISTANCE --- I Z * -, * 07121/10" (SEE SdHED ON TOP & BOTTOM MOUNTING$ CAN BE a . i . . - �, GLOBAL PROTECTION PRODUCTS. I.I.C. ULE S .. E oi�- DATE, it -$%. S -.- -* 11LIEC0.11C. I I I SHEET COMBINED IN ANY WAY TO SUIT ANY 9) ��­ Im S.W. 51 SWW INSTALLATNDN� . A �� �, nVFn%Q a Eltagm� A Ali / 'm "'S' n- 1"" � /. - .. I ,.*:, -PAI .&INIFTIA= .� — to �)Sfte­1548, AAX 054lee-111 20-176 -- � ./ . - O'coufal 0 I.— 090,40, NAL '4 . ... 4111`,,�`�eAw , . I - I - EMS -26 1 -+� (1) (1) C- C/) -0 —C1 3 > (1) C- -il.., 0 ­0 L_ (1) (D 16- 0L 0- C 0 0 L- = U-) M o C-) -0 112) -,-� o- U) . Q) -L-f W -0 0 70 -= -0 = 0 C .2 C- —0 = �2 ta) 5i: IM = 0 .0 -+Z III U— ,,— 0 — Cu > .cn (n !E -0 a) E L- a) -+� E-0 0 L- 0L �- Cu.) -0 ,0 .C: - w ca- < 0! 4 Z W mi . = C2 ;= 0 . - -= := 1.� cu -= C0 = > LAJ CD C14 h- .= . =. itz ,:=, (J CL = , M C-.) C-1 1I -E .= 11 11�1 Li- :b< III .a 11 = 0- C2 , G CC (= ,- W -= CN - Gc 2 tc-4D M a- Z a, `S:� a) =..c- W . " 'n -= C7 C= W t'- 1< = .aJ CU j= IJ !:� 3. To aL, = C.) i.Z. C= - 2 -,., , 'E -c-; E mc 0 a: w A ­ CD (n " CD =3 U) a) c CIO 0 L. " :D w 2i < Z Z < -.1 -1-0 (D (D c- U) M > 0 L- CL 0- < -6-0 0 =3 -0 0 L- n a) U) M M SHEET NO. SH 1.0. I ON. ,.lei NETS AMLY,W6 WALL AND FLOOR MQWNTING INSTALLATION FOR S R4 WG aF ,e0.0 RRF" -T2A Iwu SPLIT PANELS \t swxT b + 9# � � --- r. __ ..s6•_,._.__�. � tHlt'1 e a II } f AEA L "" \\rtf�--ss 2M'tt/a'.n'-G° 2iY11 41n'-e" -1_. ._,_..T v i f Z 1• #al7tta! - f t• {rY9, to ! e0nav) _ _ _ .1 DOE OF WALL. IF LE V• ' •F „ C tiu P1t0 A $# b/IqA 9A°CCN. 6.:.`. ,W. etwc;:X If x +fi ii f __xlla0""0"ara ^Opts2n 0 6.d/ SSASMS 4� fa"nfi w CONORSE Ame- S am sou" ON SNEM a k a) v SCALE: 1/4- I• tA.1d31,Illa1 SCNE 1 4 7 �4 • I i \ j J. I ER%xIN I�tlEAFdI M�iwP a Print. I � ' irAuw • i'� •'G161Ac a ses aan IF ,SSG RRL. -YEO Pal. �AY ii emss-lc +LAM' a �ssA Raf. -TIP p+J. Mf4' 1' MGx. ta' 1 pa e Pplf1IlNWFi PRP Wss.i i b° O:C Y P"' `� nmOc4T°P +NNAN :�• ,Ae EM1 �OIty -mmR.,ba'-0' NOR PAtlL _ �,�,} {1t 1l1A I,kU Mini _ - ® ti ! PEti �''II 3,. a +lbA IA4Fe -T2o Rst, vulWxt � 2 T � . I ) ,.., 2 i �•'��PW¢ 5[cnD,W : a 3A 1. '3 tM1PMOP 4 a91TTP�1) � M�woN mN • {mac wiaw+ sa�lac�.---.-.-- / UUM�u SECTION Y-Y SPLIT STORM PANEL €LEVATiON SCALE 1/4"­. - P MPq p SCALE T/r-" CODE a t�lmm G To-) YAA4; , ULILLION SC14EDULE WAl W!9} E38UPD� A Rat. 45 I. 3,aa :N,AR, MULLION SPAN (n-) + REQUIRED MIT. TUBE MULLON " > 4•-S• To 5-e"' 2' . 4' z 1/6' TO W-10' 2-2'. 46' A 'x 7 4• > 6'-107 TO S'-0" 2' z $" x T/8' • 6P.NNS YAUO TOR �l.Sb. 0E'IN, PRESSURE RATING ORIE wwwTIWlTwNlaUUMM,36-D P5,N4µy 9E PARALLEL TOESTORM�'S. LENGTH, N1ED SECiiON 1 SCALE 3/8-1- NOTE IIULLTDN CAM ALSO 8E 015TALlE41 *I11 SNRM PANELS ON TOP' OR BOTTOM SO THAT T B LOCATED Ai T( OR BtTTOM OF OPENMO. (ONE PANEL OPENING W/ TUBE TOP & BOTTOM) WAe1E f C PL rl , ,rWAMa PaaYA PAaS ,mPra Y: -tM -�-AI �71147' r n INSTALLATION - ALTERNATIVE ,W SCALE: 1/4' - 1- NOTES T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP To +55b. -72.0 p,b,T. AND PANEL'S LENGTH UP TO 8'-B 2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EOUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Hurricane CEILING rt FLOOR MOUNTING WALL & FLOOR R MOUNT! INSTALLAMN - LTA EWW A{W INSTALMISIS - ALTERNATIVE SCE+ (SECTION AT TOP 15 UNITED TO 456,5-67.0 MAX. S`41£I 1/4-- 1` ASD. DESIGN PRESSURE RATING) SCME- 1/4' - I- �f� t t8 mA P IRR OVA •¢ NSWa, NtalPx FLOOR MOUNTING INSTALLATION - SECTION }�W SCALE: 1/4- - 1- CrN"m ANCHORS COh*O= ANCHORS FOR CYIN3€TE ANC1W3@S: SEE '.w3$DU£ ON STREET "I (BEE SCHEDULE DIN (SEE SCHEDULE QN�\ '_ - _ FOR wow SCFW SEE SECT04 ON SHEk.M 16 SHEET 14) �'': 14y `N, If4Auy r. 11 2,&"i /,5 J PITLRREn coHcro.SHEET 1/4, VA.. 2A/4, 3/4 OR 4/4 1, 2 & fWf15 \ l 1` LIT, .POURED CONCRETE �' !-'�-"'- j �"')-'•"'--- - RmLRm a Mull I \ I - - ._. .._jiltL._. .., , I OTTIIITITPTI -i�__I. f $L (�O PNlOJ j (RNERjOR PANEI.j (MiFApOR PMID}1 UNTErdOR E7} (END PANEL). 14 TUN. 1 it Min } �P TO 4TI I fib OIASs _. ER1' WWlc NUTS MUD a 12 1 .L. {� w/wsMP2ENNUE»u �R r 1/e vw. i Soffg+�a1, rswv, (CASE 1) {SEE DET. If,4) m(}}e T 2 X+os TO1/2' O:L. ITCH I tliTT1) 6 E{( AT END FTw:F15) w/'. 1 W ) I• ATE V.I. fj �- (SEE DEYAIS TAM I I J BLOCK WALL -LLLLI REOIRRED j /4, 2/4, 2q/4, 3/4 OR 4/4 1, F, & �iW/15 1, & 1W/115 I I ALTERNATE LOCATION ' --I ON LIFT SAFETY PANELS AREA W/NO UFE SAFELY PANELS LOCATION OF LIFE (SEE NOTE rBEDC1\Qt:a, REGULAR SAF£t5' PANELW/O REDItLMN TRACKS (SEE NOTEUFEWLY £ORCRETE ANCHORSYlii*; , .',!rr , �/ f„!RELOWj a W'T PANELBE N$TALLED AS (SEEW EHEDEU� ' - °' %.. >.. {. : .�„ y�NpALO(� UFf 5/FETY S' 1 PNV(I. OPEriiNO Stwi1 P T STORM P0+3PLT COMCRETE }j {AIM. RUN) L Q TDWFK"p1TATE'NN60TmA21ATON/ OnM. �.,•- E 0 TO BE OR REM 74D FROM INSIDE fm Sam"SHEETt4) - ELEVATION I T UA T SCALE 3 32'-t- WALLOU�G NSA TN3,i WA�ANtt FLOdR MOUNTING IN31'ALLA'fLDN / - SECTION , SCALE; 3/8• - I' - SECTION 2 SCAE: 3/8• - 1" 00 7 1 t f NOTES ON LIE SAFM SIDSM PA%.L`�. ':"'STEM INSTALLATION T. LIE SATIETY STORM PANEL CAN BE LOCATED AS AN FIND PANEL (FIRST OR UST PANEL) - i OR AS AN T ERIOR PANEL. (WRY PANEL LOCATION IN BETWEEN END PANELS). 8 +MNrETUPR me$- B �i�.IERFwE LHLWTOK � WDT4' TI AT LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT 70 REGAL PANELS 4w PAHNL7,5:. SE£ NOTE r1 (W/ OR W/O REGULAR TRACKS.) 6 �y 2. LIFE SAFETY STDR PANEL CONSISTS OF 0:039' GALVANIZED STEEL STORM PANEL AS SECTIIt BON -B PER COMPONENT SHEET 2 OF DRAWRNS, SCALE 3/32--1- THIS PANEL ITSELF TO SE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. {41NNIT'N1FAAi J. RE COMPNN AS PUIIR SHEET OF THIS VtAM ENT k BOTTOM TRACK TO '• -S COMPONENT Y BE INSTALLED WALL. OR FLOOR MOUNTED FOUDRIING SECTIONS 1 & - �• (`jGN.3 to 2 ON THIS As WELL As DETALS 1. e 2 ON MEET 14. , y�•; FLORIDA BUILDING CODE (k# h Velocity HurrIvans Zone 4. Min. LENGTH FOR COMPONENT 6 IS'. _ : 0. -' lao2P ,I.lExO, - MG.. ANCHOR SPACING FOR COMPONENT (IDANCHDRA.GE AT BOTTOM IS GIVEN ON Roc F,P, 20 GAGE GALVANIZED STEEL STORM PANEL DPAtlP4 Ry SCHEDULES T & 2. SHEET IA, = * :' ATE m COMPONENT iBj HAY BE PERMANENT OR REMOVARIT- ���. GLOBAL PROTECTION PRODU 5, SEE DETAILS FOR INSTALLATION INTO WOOD FRAME SUALWNGS ON SHEET 15. °' •Ojt �P-�� �.�z:�.� CiS, I.I.C. ' Ott 4 ^. L '' tN EII SW 51 STR¢r 6 SEE FOR rAAAI/,HAAS SHEET 4 DETAIL APPLICABLE TO THE NECE°S(1'f FOR THE INSTALLATION OF / ON AN�f mi`MY"`-I�-*.r-wM� r�aalM 1awFk`: {R34)ml+nyy FAitr {a51y�-R7I7 21RAW SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOO BANDS. .::: - n1iCA-OPO0719 �� P4 SENJSRIMT. W/TAR YWLTFR A 1RA(f N) FLE thw sw 13 OF 2e WAY1MUu Asp. �+ NO inW.+;. MPa L R Lfl'mrH 43EEA} MttRNr COND" AF �XSIiIE IO THEM 166.1A -724 3'-5' DR Ums Y 1/4` UNSOLIED I THRU D k 7 •55A -72.0 rT -0 TO C-11' U... 2 1/1' UNBOLTED I T1RU 5 k 7 4WD. -'MO ?e" $ r0 It'-2' MmI. 2 1/1. N • SgpAL7TE e -,U. -a&D 12'-4. OR LESS 3 1/T- pO ` A & I ! 10 • BONED W/ TAq #-2GA1' 83: M.S.. k vow Ay mmAP $ wWyam 9F PANEL MUD ONLY FOR PANELSM& �1A INSTALLATIONS AS PER SECTIONS I TNRU 7. ON SHEETS 4 k 51 NAXUW A.S., DESIGN PRESSLYMF. RATNG (ym,) " ww MOHM svKa NC FOR CA - 3 I/2''�' APPLICADUE k ANY 4XMBNATION OF 'BIFw I M,,pµiy ppyEy L04TH 1" DLI TAPOOK OF TAP_mp CALK-*1 AWEUAQi AEA/AIE a PAN IWX a,JA TO CYMC METE O AND D(pRE TO D'ONCRETfr OONDRErE &OFT, 1 0 CtWLRTE9E E1E TO LM+OREt€) NZETE TO �IICRETE If. N/A N/A N/A $• N/A a` WA e• A/A 1 Imp) r 5" N/A WA a^ S' 6- w B' b- 1 (eGtTN:t) A- N/A NfA N/A 5" N/A b' N/K rT NIA 2 (top) 4 NJA N/A N/A r N/A S` N/A e' R/A 2 (9OR0M) +355, -72A 6' N/A N/A. W/A S' N/ A e• WA 5" Nfp 3 k a (TOP) I 7'--5' a+ LF33 OR LESS I' S' N/A N/A e' r B' ✓Y C 3 (BOTTOM) 5• N/A WA N/A S' N/A +' WA _. S. N/A 7 8' S' w/A NIA Ir 6' B• e' r e' 4 &-7 (BOROM) N/A N/A 12 112' b 1/4- 12 1/T` O i,/4• Bile a 1/4- 6 lf4` P Ile S f,,,/,DT,,D SEE 94UM 10 k It MR ANCIM TYPE A SPARKS MR WSIAl1AICUS MO WOW TIME WILCMD. INMUM ANCHOR SPACINGS AND EWNAM EDGC DOANCE ARE W ATFD ON THIS SCHgXU FOR E.D. LESS THIN INDICATED ON SCHEDUE REM AMC" SPACING w mmmKYm SP/LM0 SIK" ON SP4M LE BY THE FOLOWANG FACTORS, FOR TINS OPERATION To fff P0.WBLE. IgDUOO SPADING WTNNED USING FACTOR SUN. NOr W UW TfAN MMM W SPACK0 PLOWED FOR EMGH ANCHOR TOE AT AWIVI9 LECEWO. Amain 7TPE - 1/4A 1/4'1 T/410 1/41 t/4h I f4A TOWN a ar-W4s t GNN0.aI >auo+>Q 14 JACNDt PRAma (Ma 3 1 3 3 3 +/A 1 aa�. aewalA. MY 3 3 5 'm a 1 3 e/4 pf pr.wy Iewk vY 3 S 3t/2. 3V2 4 31/2 XNK AL qPZ 1010101) "am 1;9n� t ,/y - 31 f-I - I 1/4• LD.. 3/'e- LDNO 11IMS &iMIND W/ .INSTALLATION pETAiLS FORgU,LAR PANELS I & L.TH 1/4'F-UCWT S L 14 %O k e ,AN 0 1 FOR PANEL LE7 8'-0' AMID $ I!4' D.L. NO EXISTING WOOD STRUCTURES m U T 8 ,TAR LEAIE UP m $'-3' No4. dM V14-10 PA,II,LAtE FEwNF IO {4t PAtfftMATE PANS O C. MAIM 1 i/2' AL LENGT $- ti PFNETRAIOFI TO FIEAHR Fdt ALL LEH6T15 UP i` Flo e'.B• ILO,. - "T a' 1 16 FI�tRLG WWO WGGEA. 1 i 1• !1 1 I II y E4 I � I 1 3 ant. i_ ED ED 11EPIIMn i 1 t i t I WfOP ,IEAO[R H �I KOMM ALTERNATIVE , W TERNATIVE 21Y SCALE 3/5-1• SCALE R SEE SCHEDULE I i Q�g,L SEE SCHEDULE ON STET e I `F- pOR SEPARATION ON SHEET L SEPARATIOW I TO MASSL I i 10 e (w.t CLASS, I HINT • . 1 f T# 1 RC. t r ED Eot to y, - _ EO t EOL EG)... j. ,. ....�.:...�...._f,. ...3•!. r �, EO I 5/8' LOAN BRFis iRNaniNG P 1 t Wf RANI-2naO FOR RNa LOOM UPm 5'-0" ANn 8 )) _.., WRIT Mti e' n.C. »-1 q.) Gay. - Ii I/i" oc FOR LENOFHS DP 'm W-$' I,- y, f y r., PlAR 1. OR 1i4-10 PANELIAM FEMALE O DR REAlll PL PAKEIAI E PLUS a 12 I/2, 0. C. WITH i h jt t2 MP TNWrADEO PENET MY R4 AT '`;! �.�/'Y 1�Rm III a' O,C, IT {ALTERNOME 3W ALfiERNATIVE AW F I: WiWWTtN OF EXIsw "Wo MATE FOA wants w To W-ar z•., PW1E f AEDARSTH d tN,OE SCALE 3/6"1 SCALE ALL 1 fIfEm NOTE : SHUrWR TRAM NOT SHOWN GLNMY SCALE 3/8-.1` SCALE 3/B-I- LiGff: ItItiMINIAAyiA TIt[lT4Ap� �`✓AtA. 1. INSTAt.LkTIONS ARE ONLY VALID FOR BUILDINGS WITH A:S,O, DESIGN LOADS UP TO +55.5, -72:0 PSF AND PANEL'S LENGTH UP TO B'-8' y:�.•(�EN $Ste;• J " •. FLORIDA BUILDING CODE (High VoleoB Nu cone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a . ie °�° m °7c - 20 GAGE GALVANIZED STORM PANEL `�'$1 PWE NO. 2, W/ SPECIFIC DENSITY OF 0;55 OR EGUAL Pi4. :* STEEL DRAW NOTE Fay L:DMHWATwaOFsErTmF+�: s c'.. 53 r 1L C:i GLOVAI" PROTECTION PRODUCTS, L C. °rt2Pf xP APL RI • I aero s111 Si TOP & BOTTOM MOUNi1NGS CAN BE �.''',. tiprA RF31 N4 k r>P cDMP GLUE, H1 3331a moat (as4760-750, TLC: tYA,) o-e7PA 2 COMBINED IN ANY WAY TO SUIT ANY t$" t A�F,.,�L 'YAAM111 a ..� 1� p ,,,,p _I*-�A,`OW C,-nOlbrtlFLORIDA ` °O1 *� ORNMAD M* INSTALLATION. N1N1Nrp,C S£Ay°rtlM,gt,fMtE WKTE'R A T1Ur &` P€ ,41b7 m ,f-tu SHM ti 4X 25 sFLRL4 a { (12 1/' TO HDLC a MIT Sams a EYEF OJERV it02 1/2' 0, C HOLD PANL B/8" W (CASE 4 3' W. (CAE 9) i«! mmuwm ASD.. DESIGN RATINS+ UPOW . OF W-W C"-M PARR ATE FOWE.0 WiNEtlI3E HRK IOAELEto # y 1RNi W1jY4UM PANEL LVIDiN 1• UL# m CONCRETE I To BCOi� E LYJtiCR-n 10 C aW CONp EFE to E CGICOREFE e 6' N/A N/A N/A 1 9' N/A 6' N/A B- N/A I & 2 2.) . 55.0, -72A 9- 7' 9- 9' 1 9' 9' 9" 9' 9•--. 9" 1 (BOTTOM) S.-0. OR LESS 6' N/A N/A N/A 6' N/A 8• N/A 8- N/A 141 2 (TOP) •, + A - .0 55 72 (BOTTOM) 5'-0 T O 7'-V +55A -72A 6' N/A N/A N/A V N/A 6` N/A 6" N/A 1 &2 (,tOp) 7'-6` TO 8'--6' B' A` g' g' $• B" 6' 6` 6- 6' - I (BOTTOM) MAuww As& DESION FtR65T1Rf RM9N1 .RY, Dim I (a'AAO s A/W MW. now TOP or *ar) 4 (STIp a 3' Mks nK1i IDP eW ANaE} APPLIC BLE TO SE DNS r & OF - 0 MAIGMUM PANEL LENGTH 'L• YQ ICON m :- iMOCRUE O +49.2 -81.5 3" .. 3^ 4 1/2- 4 1/2' 2 (BOTTOM) 7'-6' OR LESS +52.6 -66.0 3• 3" 4' 4' 2 (BOTTOM) Y-6" OR .LESS +55:0 -72:0 2 1/2' 2 1f2' 4`t 3 1/2- 2 (BOTTOM) 7-6" OR LESS r55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) '7'-6" TO a' _C" +554.0 -72,D, N/A N/A 3' f 3- 2 (B137iOM) 7•-8` TO W-8' fP\ 1-1. ,ri ALTERNATE Z-_� f'\ ' ' I� AT flVU PANEL t1 ' T I/4 I I t 3EE 1 INTt3W0R PANEL frN PANEL UJA•1, ,- ,2WA lA 3 # mkKu 1 AS,! DCSWIM 9: PN41 i@MTi FAMSWE WIND (Pat) 'L' DU 1 DOE whow MbYGLLIw w OAS _ PAtiH ULLWTMAI M$4A -12A r-r 2 41C OWla tai SEE SHEET 15 FOR .ANCHORS TYPE k SPACING MR RISLILLADON, IRO WAND MAIL BUILDING. VO4UW ANCHOR SPAONGS AND WWW EDGE ANCE ON CISr NE M+br.. BY Ttt9 Ei43PAO , iOR LESSN I60T:ATL13 LE TffOUCE ANCHOR SPACING 1ST Lttrt.Tp1-+'Hm 9BUL 9NDL SHOWN HE FOLUDI SC THE F0110ICT €MOTORS. SC aTHI MINI m B5 POMACANO8LE M OS A S <10"c lL9nO FACTOR F S NOT NOT E liss 1T/AN IAMNUM E LE ORLLL INOOA:im FOR FARM ANCYIOR TYPE AT ANDS LEY`PAR. INDICATED OR I 1/4:4 7/4'a ,/4-• 1/4"f 1/4`A. Now TYPE _- _ ?N • _I"TE'" . rAlllYlW Cl TAP -Haw lAL4-tl Mkt NCHOR 3mXNFG (A•i l.. } 3 3 t I/9 4Pwl.WAIAML4 Da} 3. 1 3 1 3 Tr:awy 1:aI.F.A, k.P. Day 3 3 3 t/2 3 1/2 4 AWWL EA 010K fawgl - RIcwt t , �11- 35 3a 3' Tm Im MMDYUM MAXIMUM ANCHORS SPA W FOR E.D. - 3 t/2` •• __ AsO. DESIGN TAPCON _ CF TAP-ORP C LK-11 PANELAAATE FEMALE O PANEL"TE PLUS - SOW SET ' m SECCOMBrals MAXINLENCIMw PANEL PRESSURE PATwGTO m CONCRETE C To CONCRETE TOTo o lb CONCRETE m CONCRETE To C TO DONCRETe. To m CONCRETE TOANY C LAMBINAIIDN. OO OF Iry LENOTM i' n { ,l 8" - N/A N/A. N/A 6• N/A 6' N/A B- N/A N/A N/A 1 {TOP) 8• 4" N/A N/A 6- B" e' I 6` 8`_ 6• . N/A . N/A T (BOTTOM) 6' N/A N/A N/A -N/A 8' N/A 5' N/A V N/A N/A N/A 2 {TOP) 6" N/A N/A 8• N/A 5- N/A 8" N/A N/A N/A 2 (BOTTOM) 55;,54 -7ZO 6' N/A N/A N/A 6- N/A 6• N/A 6- N/A N/A N/A 3 & 4 (TOP) >7'-5-- TO 8•-r DR LESS 6• 4' N/A N/A Or Fi' 6' 8' D' S- N/A N/A 3 (BOTTOM) 8' N/A NJA N/A 6' N/A a' N/A 6' N/A N/A N/A 7 (TOP) 6" i• N/A N/A 6• 61. 6` 6°. N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4- 12 1/2" 8 1/4" 6 1/4' 6 1/4• 6 1/4- 6 1/4' N/A N/A 5 (TOP/BOTTOM) SON, -53.3 N/A N/A 12 1/2• 6 1/4" 12 1/2" 6 1/4• 5 1/4" 1 5 1/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOIJ W-W TO 11'-2' 550. -710 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4' 6 1/4' 6 1/4- 6 1/4- N/A N/A 6 CTOP/BOTTOM) '-8' TO IV-2- N/A, N/A N/A N/A N/A N/A N/A N/A 6 1/4- 6 1./4- 6 1/4- 6 1f4' 8. 8„ 10 (TOP): 43AL --48 0 N/A N/A N/A N/A N/A N/A 6' 6' 6 t/4" a 1/4• 8 (BOTTOM) OR LESS 6" 4' N/h N/A N/A N/A N/A N/A 6" 6" 6 1/4" 8 1/4` 9 (BOTTOM) 72'-4" DR LE55 N/A N/A N/A I N/A I N/A I N/A N/A N/A 6 I/4' 6 1/4' 6 1/4' 6 1/4" 10 (BOTTOM) SEE St$E1S10, 11 AND. 12 FOR ANCHORS INK k 3INIC.04 FOR INSIALUOIDWS INTO WOW FRAME LWALOiO, MINIMUM ANCHOR $FACIRM ANO TkNIMUM MIX DWANL`E ANT£ MOICATM ON THIS %HELXRE. FOR CO. LESS THAN 04401W ON SCIIEDLILE REDUL'E ANCHOR SPACING BY WLTP$,XNO SPACING SHOWN ON SCNEOULE BY THE FOLLOWING FACTORS, FOR Tam OPERATOR TO RE T^053>DI.f. REDUCED SPACM DeWNED USING FACIOR SHALL NOT BE LESS THAN MFMRWA4 SPACMO NDICAT® I'OR LAD" ANYNUR TYPE AT N4CHDR9 LWENO, A" NONE TYPE Tf4i_ t/4'! TMCON 1'r TAP-1#SP... 1/4`.- 1/_4:s PAAEiYaC CA4K-A4 96LN3-9G'1 .. nth ATNDIOM SPACM (N) 3 •R4PW IIAYAWMr 4.A.ImRk IP,J 3 ] 1 3 3 3 1/2 Im Ek.T 1A.an., l9sk 9�. 3 1 s if2 3 1/2 , 3 t/r AMML ES eft MOM F A'C T 0 it a .�• � _ _ _ _ 3a nbl 1.00 Al - I'm - I,PO im INSTALLATION DETAILS FOR-REQULAR PANE1 CD ( INTO EXISTING WOOD STRUCTURES _ .3W - s } t r _ EI 14-111 FAIEMKIE PLUS / -`'},/ - . 014-10 PANEIMATE PLUS �fll �14-ib PAIM."TE PLUS -.. •:� 7f8" 0 5 1/4' O.C. W/ 1 7/8` 3� .�''�• / TTMt6FAOT/94.D OPENOEiWl7l4{,TMGM fNB^ THREADED PENEYRATTON TO WOOD ILIREADE'D PENETEATION TO "' D=Tm WOOD IMAM } EXffTiNG NOW HEADER ETTISi1P@ WOOD HEADER 1 F� If it_ SUS f i 1 2•,q p 2 r 2 �' a WOOD HEADER WOW NEARER A REOUIREO-RECOIRm ' 1 I . I i SEE SOEOUtE ON •. SFF' 9:1t3AAE IN � BFi 3F)COIRIE ON R1FET 8 I ' SHW a ,i e FOR ww FOP wk. SL'PAl,TION 1 '.: 'on wM. SLT'ARA7WAN i r - m m # m Pula •_...A. M- PANEL LENGTH - wax. PANEL LENGTH ._ _: .. Naz. PARR LENGi1r ��— (SEE NOTE 1j ,/i�-ffiA1. 5.5. (SEE NOTE 1) ,/ h10X, ws, w! 7/b'R ; - + � I (� NOTE 1) WIT --.. _ _..._ °"vaAr- 56X flux OF OF "L• I OF -L, MAX wAX 1 �1 MAX `I �j � al/12• i � t 1 7 T.,. faA I : rt I ' o.L. AR f 2 EO, �. �•..... ..✓'' ., (. :'.EtiYNY",1Nrt1 i EQ rt t2 t/' _- L ENO. t/1'a Gc'SCREWS Q6'C. Wfi 1iF2• 2"x4' WOOD MITE ,%I T4-1O PANELM4TE PLUS 2"Y4" WOOD PLATE _ it !'. 2'44` WOOD f II MIN. T,#LEAAET} T REWIRED i REOURIED PENETRATION AT li:. REgIIRED I - e I/4• D.C. W/ 17/8- - '�"^. MOWIOTH OF PLATE T1TRFiAbED METRATC�N O I I . { /4`a LAG SCREWS b I„ ) MHO WIDTH of PLATE 1 � 1 L -6 GO, BTAQGEFNEO W/ I MIN i a �u1mN ; _,PE+2' D1p� 11.0 L &•�E�y AT w®WWTH OF PLATE lIMI3Ea :.. ILTaiJd,kGiuCa --• .�_ ' ALTERNATIVE SCALE 3/9-1' abew SCALE 3/8-1• SCALE 3/6-l' I,I 1, INSTALLATIONS FOR ALTERNATIVES 8W, 9W & TOW ONLY VALID FOR \It�t11�lI TI[�rWA4 BUILDINGS WITH AS.L1 DESIGN LOADS UP TO +43.6, -48:0 D.5.1. AND A, A '� PANEL'S LENGTH UP TO 12'-4• •�� , ..., T�yi i 2. FOR WOOD CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN ••,� t4EW FPME :P�'.•' DENS PINE NO. 4 W/ SPECIFIC DFJ'YSfYY OF 0.55 OR EOt1Al. FLORIDA BUILDING CODE (High Woolly Norrlacno Zane) l NOTE FOR l`()MRINATlER4 OF SE ONS: N0F81 * ^ 0 nTELa'20 GAGE GALVANIZED STEEL STORM PANEL�,TOp & BcrI rom MOUNTINGS CAN BE �--/� �I► "' GLOBAL PROTECTION PMUCI'S, LLC,COMBDNEO IN ANY WkY TO SUIT ANYF/ I L O lr iMi.INSTALLATION, - ieXH- '+£.J TMLrF TEETwM a: 1LNONEA'MNO COS ANY 0tM4 Ft 333„ - •sr , • • •• 20-178 W. XW4 w. i, 11A G,a60,6 0. 3HRA P41DNE. (WSNSaI"7MS. FAY. Ta3478>N-e9W7 yAA `SST A4 YG},A '` NIPt pi -,Ala F«. I R1aD m-HTI _ aIA elw .. 4NMHnr CNFAWW4O Nr A.N AAAAAAtN G1••PD0S7f$'• ai i£-tN NI}4lNZ. SWJ9CAMFUREJMTE WN,TER A P.E 44 S EEI ix PP a L1R , INSTALLATION DETAiLS _F08 OTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM tfi•I AG $cREwa m $'a.L. W/ IIJTQEXISTING WOOD STRUCTURES KAM 0111fm Pa r L I - I --^-^�M•-^-� _ Wpm �.�EAAER �W1R#A F��R LIA�MA P lY1AGy L'KRY STUD 0 1T 1/T a,. � 1 ! ALTERNATIVE S ALTERNATIVE 2 19/E• wzn," $C4�Y/Ntw%#MS0PfE4f�PFa1'r5 DET SEE SH W I i 1 _ aN�SffET R w"CG�S'. 4 I i Eat 1 EO i '• I � E� 7i i,_ OR E0 I Ito ✓�'' flL'OVWFD t PUTE AEOURED �' L_ ALTERNATIVE 3 ALTERNATIVE d LC'. LAC SCK-WS PE41rT 1 OR / 1 1/2- nowim1 LOW 4 a-26„2. 5• O.O. 0A ALTERNATIVE WOOD FRAME CONDITIONS dr ANCHOR LDGAT10N4 T/1-a-26 PN+ETEL AMIE FOwE ID OR PANDMIE PLUS • S- aC W/ T 1/2• Len. SON&- 31r - I• THREADED PEIN TTMT" To RND wow MATE NOTE %WIiTM ,PAINS NOT SHOWN FOR CIAIFA WALL MOUNTING INSTALLAI10N ILO N111N1NW jf! �U A =���cINSFT'� ALTERNATIVE SOMC 3/8' .' s FLORIDA BUILDIkO CODE NT h Valoctl Nurricanf Zane # + a a crosn XTECD. Ma 20 GAGE GALVANIZED STEEL STORM PANEL DRAIN By, ,. DAKTAIIATIDR$ ARE bNI:Y YALO FOR BLNLONOS *PH A.S C1 DESIGN LOADS UP +ass, -72,0 Pat A m PANEL'S LENGTH LIP To a -W. TO -;. - 9 . At 04, r _> A1' O'C/.•; +�jE� �a / P GLOBAL PROTECTION PRODUCTS I.I.C. 4 P//DIf90761:.. dR 2- TO NEW WORD FRME C[N5TRt1CTNN: WOOD 0PAROt4 TO TIE SOUTHERN • !iL E �P O YiiF - tBOD S.W. S, SIRES! Poe N.. A. W/ SPECIpC' OEN^�FY OF om OR EaLw.. Ar/:psSi 14`-tL ✓� AYrttNIN k EIMNNELRINa COMPANY MIS. Ft FAY, R:W. p, b 1FA. PIgN„ P,I,Rw: a ]HM AMOKE (E54}NE!-7S4b. FAX: {864)9pI-S7I7 20-176 .. . .. - ItHA,1M P.E. gNn,TURFfDQE Rea.ltxW n,-,me w.,llm5 m-t61t u-PDIB7,R .e-iAmsr mW s.r mnr ar< tTN+T OWIWaNC INN XW3ER A TUT.tr.. P.E , F - - SMttI le O' ffi -te^,a ^W W ♦' ^- _ 3/ U N O Q- C Q O "En Ca U -0 N CL N 0 U O O 0 L_ 0_ O O LL =J N -(13 0_ c- `V 1.0 . = r^� U) r� W J cV C U O. Dr 1— n L.II c�a U O •-csmx L& w M N v '�• d �' Cc; ni �� •Z • u u >r � cu SS water � 1� w aIN— cn -6—i Q) cu L_ 0_ CIO O 0— U 'a)� V/� � W = Q z z Q J SHEET NO. SH 1.1 ____....-_____-_---__---ANCHORS (BEE BECKONS ON SHEETS 17, 18, IS & 201---_---.- Nw. 1 3A/17; 44/17. 5Ji/Tb 36/17 NIBfi7, 50/16. MIN, 6AW/Te, 7AW/14 a SAW/20 6Bw/f7, ,,;. Y dBW/2Q I _. _-__--._.___,.__ � _._._.__...,.�_..__ __ 0 i,I 0 a 0 0 0 IlJ1DR`t?X i i w a..' Pwp. I f I(1� j i - of s+aE,, 1.-- ..-_._..,1 __-_ ..- .- V r. _ L ,y Jy '. . 1 T I _. I e. _ ! I ' I I �t��d�� I I _MAx I a" . I. MEN: 'II , r r . _� j- --,I A a�w. - j-- �ji 1,TH -j (sEE SC MLE) I i_ „ 1 6. t, 1 ...... . , .(.. "I I i} Ili I_p__.___ i -w!< N4A a LEFT a tWA9 PNEi JA/fi7. A%w,,; 64/18, 7 3�12, 4B/17. S6/ib 1. MAY,' allw/iP, 7Aw/,6.Y eAw/2D ' 66W/1Y. 7$wf16. a �WA'!20 s^ WIN ----------•ANCHORS (SEE SECTIONS ON $MEETS 17, 18. 19 & 20)--.---_.._--. ___ _- OPTION ; 2 FOR LIFE SAFETY STOM PA . EL �, EE T,� ON SCALE 3116--1' I/'- wx. w D-9 'I mot'' EMRIOR SECTION A -A SCALE 3/18"-1• K i i _ _ ' o..A .. L.4 u. u ' ;. A _... ► ■ ... a .-_ .. __.. MAXIMUM A,S.D. DESIGN PRESSURE Mm PANEL LENGTH L (Ft.) MINIMUM SEPARATION PANEL RATING (P.6.T.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 S'-B" 2 3/4" UNBOLTED 110 ' TAPCON ANCHORS 4 S" D.C. ` ,o a1AAF I I L9[ tq 1 m I$ 1 II I 1U x I i"! 1 O -: ° h E 1 F INTO E)9STIN(j POURED r,QN�RE E OR CONCHEIE BLOCK STRUCTURES _ 1/4' TAPCON ANCHORS 1/4' TAPCON ANCHORS 1 4' TAPCON ANCHORS O R' D.C. g 9' D.C,. , O 1Y O,C, uEQNCREtE—RE& -, POGRETE'. j E1E I .1 BLOCK REQUIRED : _L "" BLOCK RECURRED �-{2 - BURET RECUUtEO I r1a.x. _) I .. A- 1 1 9 _._, EO,+ z : C. ,e I 1 � I E,0♦ , 1 I `E ( i - I e a ( - .• , 4., f ow I ' I-fnnlNgiA-p 1 p73AMda W i-3 I Wx wWlwm m m r s1m „y I SIC- ( iHm 1 i XZ _ �y - SS .. �sI I d A G �1 1 is ) s i .y I 1 i d� -i 1 i� 1 1 I 41 1 1 x I . U , a' Wi e! T/e'A F ; YYY IY eu ,Patis9n' Ss 1 I 1 t' yO I I 1 I 1 9, ! i I �.�E G. ' -,, :_r E.O.D j _0 EO--•' i Ep,t , t -r _.-_-_.___e �+ �6'9 ! J/32' WING NUT MR • 13 1/2' C4, __ !"4S T/3APCGQ C.ANCHORS Q'O. ___, (`STAGGERED W/ STUD) CONCRETE OR CONCRETEBLOCK WAS Rl YPPIED QUNIING (ISTAL ATION SECTION 3A 9 REGULAR PANEL SCALE '3/8'-1" 1 1 11 I 1 11 f 2 1 - , - a 1 .1f2' 1/4'-20x3/4-s.& M.S w/ i<` '• <+. 1�4'A-20x3�a'SS. U.S. W! i "' [ F._.- ,,,-7J8'Dx3PJ2' YANG NUT WASHER i `-7l8°iwi/32 NANO "WASHER } i. I ; • tY 1/2° D.e, I °,/., (BEYORD) 7 67L x 3/32` WING L NUT WASHER (wraNO) i / 1/4' TAPCON ANCHORS '_-..-_._.�A 4 1 .C. CH ORS f i a' OTsAPPCOI .4 Df2" D.C.O.C: . (STAGGERED '•W1 STUD) I I NY 4 1/2"O.0 _,. POURED CONCRETE .-EOURED CONCRETE I.._ -,?CURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLON OR CONCRETE BLOCK WALL RED ItISf&LLAMON WAEI Y IdQUN17NC IIJriTAI! ATION WALL MOUNFIi�N]1��tl�lc'I'IU L ATION SECTION 39 BEET V.9=N 4B # = SAEM PANEL 0 KMLAR PANEL 2 LI_•FE SNE TV PANEL SCALE $X-T" SCAU 3/wY,I" - SCALE 3/8-.I- S19 a FAR A117E # Aroma TIM _ i/4't _ OPWO PACNO Hot 6rALLATINTO aB O ttl.:. AMOR aPADWD {bj a "Oaf SUIDING, wRISAUN A VACIPOS MD MNWUM EDGE DISTANCE ARE 91DC.A7M ON THIS 4w9N1mA11" r na+ls D SG6DUS FOR EA- Iffi TI Mi LNbrATm WN SCHEDULE REDUCE Arac11WT SPACAIWR BY WA.DPLYDO WAORC SIOPAR ON sCWDVUS - P.a:WeM OrY„b aku 4xA 3 APAK mEm "'I' 11 BY Tiff FQLLTAFWC PACRjAB, FOR INS w4wim TO K POEM& R UCCD - . _, I I/V m SPACING OBW)ffD U"44 FACTOR SHAD. ICI Be LESS THAN MINIMUM SAN300 WIRCA7EO FOR EACH ANCHOR TYPE AM THIS SCHEDULE I I%1 '- ' - _ _... _-_A-;K ._..__ -m .. 3 'I INSIALLATION WAILS F I PA EL SYSTEM INTO EXISTING POURED CONCRETE OR C ORETE BLOCK STRICTURES �1!/''�4�' TAPCON ANCHORS _ _IL4' TAPCON ANCHORS .- -T9' D.C. +t 9' O.C. POURED CO J tM _ :°, POURED f7DNCRETE ,r„ i �Y' OR CONCRETE BLOCK, .x.. --..v._. _ dt WNt52E1E BILCK` S REQ UI RED �--E.L ,' REQUIRED ((F--i€€... `. I y, I LLL':a i .iti I I i „"„`n �, `-'`'\"`e�v i. '{may � i CONT. ) I L'oNT. I I 1 r 1M tLPA1YNx.Ti W _.'� I wA-Mt4W"I Ta -' l] I- 45C.6 ! 1M T 1!j F 1 i ! -- G E%tSRr i t E%13i1t G 4ss I I Du% A_. I I 1 e 1 1 i I I i I I. n� rz �' I y-3D,1 y] e 1 i I EH!(5' DAORM I I ---1.= .__. - . I I r' 1 /! - _ C.D.+ t E D A , ". �11-__AL_.__� __ _ ,_ __ _ __ --I __I I r /14-10'+ PNRE�IE PLUS W/ 14-1010 PANELNAT- Pi•U6 w! -Y165t , 3/32' WAG NUT WASHER ---�f6'a v s(3Y Y1MC NUT wA4WF. i O 5 1/4" O,C. I (BE u) ._ .,mm CONCRETE OUCONCRETE ._. BLOCK OR CONCRETE BLOC( REOIDRED REQUIRED������..�� WALL MOUNTING INSTALLATION WALL IMdUNjtRfSES�S14lL�$ALLATION SECTION SA B „I111 2 LIFE SAi�[y PANEL SCALE 3/6"-1'" �ti� 011"uHAA, SCALE 3/8'..;A TIT -n I/e 1/s4 Na , „ t/j FIVAIE 8' tMR IN'SEAUAMAt 20 �NS. No WOOD ARMORS 8 Ws N6t/311 > fFa (pA.) 1Ar�v... ���. ' ', J ' \•\t' EN,t . -.1" 'SS MINIMUM ANCHOR SPACINGS AND MINMUM T -"`_ �: = ND. 44167 i EDGE DISTANCE AN QMW6 ON THIS •PGA9+tNR3 N-IR (W) 3 3 _ FLORIDA BUILDING CODE Nigh Vsloal HIT Cane YoNu SCHUX" FOR E4 LESS TI M] 4DIIGAT", ON V. AMJ 0- 0- QAJ 3 3 1/2 = * ;. - 50,C) E REDOCE AT0011 SPACING By 3 •13' ? �OrD R �B ° L 20 GAGE GALVANIZED STEEL STORM PANEL FP' MuiAA"A SPAOI NG IROMN DN SCHEDULE NIf7fWY.FM1 BD6E.1MW1[AT 1EAmw � �y TATE gE ' nz f DBM1N In: BY IRE Fa.LOWRB FACTORS. FDA THIS I I/T - " �_ I OPERATIO420 Dow us" FACTO sTwL tmr _3 , " '1.1, FS 2QRi - > i�LT �P�C ENe �BAi PROTECTION PRODUCTS, LLC. 01fDAIF F�D,a sow NOR TYPE MINIMUM aA �s� utj ,r ..`.m - .m ry`'.y, DNAi. : ��r3 a �Arr �v�� �t331H. 20-176 ..-.--- _ ...,__.___ ........ _ flootat" xW 3". II. %. A�4 aW:WA IWeP6: W,. m1w 1T1XRR, t,, )�'764D, FNL (9&4j IN-417 7' 3 1 - _ `/ >E , i"N AU . a.. OFw Ar9-aa, P:E SA'-/SKRLMAIWAATE CA-DOD644a na .9 9+, _ s.D IeolltAa A� i Wl1O 1 *wm A Duff A,. P.E. 1aP mail tMREEt Is DF 26 _+_j () c- !n -0 Fz > Q) C— �--! -0 0 0 0 (L) L_ 0-0 _0 O = .Cm Ca U -0 N 0- (n N 0 -0 M 0 0 Co -0 -= N -0 = 0 0_\ � / N O 0 � LL O M '^♦�J •Cn -F= a) L 0 2 .C_ -20 VJ u v 2 INSTALLATION DETAILS FOR QPT_ ION #2 FOR UFE �STAFEIY STORM PANEL SYSTEMIN5t� OPTION1Al c P N SY MUL WTIER ID Z, STOM ,, vy _ ._ INTO EXISTING lltiOD STRUCTURES URE.S A INTO EXISTING RQ� STRUCTURES _ 1. E-Z HANG 'STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT' CRFO-) HAS BEEN VERIFIED FOR COMPLIANCE IN RA) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID & PANELMATE PLUS INTO CONCRETE Um -�. _:/t.(---,... ,'.} I _ ,,.., ..», �.. #_ Jt -.,T.. T I`, - Q (7th EDR10N) OF THE FLORIDABUILDING CODE. BLOCK SHALL BE Tf4'. `� ,> :.:. ".fi__ 01TUANC T'H €` ` ' �': : ` 1. ` . ` ' '... F' ': ' , ` ' .. , ., 14 i DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 16204E THE ABOVE MENTIONED CODE, B_Z) MINIMWI EMBDDML-NT OF 1 f4gA % 7 8° CALM-ftN ANGHOR,S SHALL 1S 7 B' .Bfi CONCRE"SE. a' j ,I _ _- �.:- .. Iif - - i , i9 y I�� - FOR A WIND SPEED AS REQUIRE BY THE JURISDICTION WHERE T19ESE SHUTIERS WILL INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. ! O m V � ",�, iil :, _W0pD AOER ;` ,-' ER .�` i' ., WO60 t1EADER - WD04 HE,DER ''c, i _ FOR A DIRECTIXNALITY FACTOR Kd-0.65. USING ASCE 7-10 AND 51pTL NOT ,D[CEED THE MAI(IMLaA (AS.D.} 1/4° it-2g 5S SIOEZYALK BOLTS USED SHALL tTE LDNC ENOLOGH SHOULD ANY FINISH MATERIAL TO "O m _ , - .. ` 4 .r REWa1F0 .,,. : jrR£p.411rD " ;- ,* '7iE0UWED ., ;^ '.`__. l� a^: i:EautRm t- PRESSURE RA1ITA:B INDICATED ON SHE_RS 25 & 2G L7K)A6E 3I#" INTO ANCHORS. ( ��� V = 61- R1 " , 4'r 1APCIDN N! e' ac, ,. - t � ' � � T 4"P TAPGON C 6. O,C: � -y j- ] t '+ TAPCDN 0 6. O.C... N. ___ � -. _.... 1: 4•t TAPGOI NI O" O,C. ,, `. / f t 2' MIN. stMEAOELT 'L '-.'.. T 9. 2' MIN, THREADED .� / , 1/4'a TAPCON " e• O.C. X k ,/4"W TAPGDH a 6' D.C. 1 " ' .- 1 , - ! ! ` d r- - W ] 1 2 MIN. TOIREADED r. ,: -r w s , MBI. TNREt1ff0 % ` ., �1 t O N. ' ; - J -•r, ` R T. i C-4 i' IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESSCH WRND LOADS DE.TERNAMED PER ASQE 7-'I0 0 4,. . „) // / . , ' >j 1M" ! /27 M THREADED ,, .; .' -"lYli 1/1 MIN. THREADED , ,. PENEiRA,'DCN A4 WOOD i. - PERETFkRON AT WOW SHALL BE fl S REDUCED TO A.S.D_ DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 N ORDER 10 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON. THE EXWING WALL 'a •_ PE1ffTRATION AT *0� i PENETRATION AT WOOD PENETRATIOK AT ,AOm _ PENETRATION AT WOOD ; HEADER WADER TO COMPARE ESE W/ MAX- (AS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE"HIFD SUCH PANELS. ANCHORAGE Oa t3 f J 1 li r oER j I 1 stun # As MENTIONED N $.1) AND IN B 2). ar N HEADER `, HEARER , HEADER J. met' { _I t ' i I ' 1 `), 1 .. a1, , T7 2 IN ORDER TO VERIFY IHA5v COMPONENTS AND ANG44ORS ON INS P.E:D, AS TESTED WERE NOT OVER STRESSED, A = INCREASE -- a•O : -OB1/2• .� 1( - 1J2' }� 1 Y t/4' _ / 1f#' IN ALLOWABLE, STRESS #'OR WIND LOADS WAS SM USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEER a--_� i ,., i 1/4• /--..,v I t/4' 7,_ ! t!+' ;' ':.: % i1., / -I t/4- R Max,-- F !' `' i Mcx. -- __.. _ DETERMINED IN ACCORDANCE WITH A.D.S. 201& (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFK`FTIONS OF THE ANCNOR'3 1, 4a`'.___ ! ; : , M°P=... 1 ,i ,r , ('.\ -r''!,'-'---- % Yn.,_----- 2 �'•. F I % .';, -7-_- -i MANUFAC7lIRER.FL p .0 2" ,` 1 J 2 \ L: - 2 - I I �i- ! 2" 'i WGQO FIERCER y.. W000 HEADER > i STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RE.'SISTANCE HAS B@t VERIFIED IN ACCORDANCE WITH SECTION 1626 OF - 4� i ! , .'� ,' 'a 'k 1. i F -., A4in _ - M:.. .. I w. ' 1 t i'i9a.: %. . . Mn. , ' _,-,._ k. ' '�, _ _ , .j''..- Miry,' T. : - i , ,e• I REOU6(ED i 1 tN£GIAtRE J , `�: I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING IADORKTQRY, INC. REPORT 2032, AS PROTOCOLS TAS^-20, T s SHALL BE T'HE RESPONSIBTItSY OF THE CQNTRACT[SR TO VERIFY THE SOUNON65 OF THE 57RUCKIRE WHERE SHUTTER i ! ' >' , i 1 � ' - i �/y .%'. - = t ! i / ,+ TAS-202 AND i'AS-203, f ` IS TO BE ATTACHED TO IINSURE PROPER ANCHORAGE. THIS SHUTTER SMAL ONLY OE ATTA AO TO CONCRETE, BLOCK �i - 1 OONr. - - r ' I COHT. I _ - - I I. DONT. CR WOOD FRAME BUILDINGS. C1 w i j : '. #,�„,'... R_ I , ;,!fi. Ht. Ta.-..- j _ 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE - to 53A 'r 7 ; -I 1 i., (3) 1 /p2,, , f tom,, ., ` - I I 'r I ' / ASIDE W/Q 7teE USE OF A LADDER OR LtTY. THIS APPLICATION IS VALID WHEN INSTALUTION IS INTEND® TO BE PERFORMm 12, f:tE INST'Ai.1A:iKn! CONTRACTOR IS TO SEAL/CAULK .M.L SHUTTER COMPONENT EDGES WHICH REMAIN B4 CONTINUOUS p LM '..(3) I �•' I. G I y ` L,.},' FROM THE INSIDE OF STRUCTURE. +6 DCST]I 1a. SEPMAPok I i ' I Ex1ssT,nc ,M,, sEPxrAfvxr I 1 MW. NSARA1400 ' LENGTH. WTRH THE $U,LDTNG TO. PREVENT wIHO/RAIN IINTFaJSiQN, CAULK AND SEAL. SHUTTER TRACKS ALL AROUND FULL .-, „ I , = 1Sc r:E _ : i .. 18 DVA ) I Tc aA� j 3. SERIES 16QD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRE T'O BE A a t 7 Mac: G115S 1 R' u CLASS '- (gF Stld9Rr S Ism mwetflE � PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUG ANY BUILDING AND ZONING ¢� ax. I ist tl E' , DWI ,B) "L M ; PANEL IENOTN oN SWiT 10) 1 FiQs'RtM`. ON SlEEI 16) ' ' Y33 PANEL lENXTiiI ` i (SEE (NOTE , BELOW"} 'L" Max. ! j FXEisUTAT10N15 PROVIDED BY THE JUPoSDOCIIDN WHERE PERMIT S APPLIED TO. Z7, EISTRIC m -- I.. --__ _-.2I. _- (SEE NOTE i BELLOW) Ea6TwG -1 �'o+ � i _� •; PANEL 1£NaiBQ� Mw�sCPARATaw I 1' Max LaLnSS __ i .I V µa,,. 4. SLi8E3 2OgO B45TALLATIOt! C£ ARPf.ICABLE TO SINGLE AND DDU84.E` t1UNG AND HOR20$ITAL SLICERS STYLE 1WNOQTV-s WHEN 0- 4'j GLASS_ 1 i ... - h OLA,_ I ._. _ Av_ - v:- ) , i - INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE .INSIDE OF STRUCTURE. 14, ATRIUM WINDOWS AND DOORS, MSC. E - Z HANG STORM PANEL SM-rEM- IS PATENT' PENDING, 1 i PANEL L04ON ,>' `_`�::� PANEL LEN.'TH P- m 9 ) ' 1/#'A-2q itIr / 1 I', a�i 1% � !. 1/4"a-20.1- .. _ w ' QN $i (SEE NOTE I BETSAYI T # s-2W17' _ ;` (�E NOTE T BEL L7 O }j( _ i '✓'''.`."• 1 I S.s. M.S. w .:.._.�,_^"^• i S.Y M:S. w "'".'.�.� 5. ALL ALUMINUM E3nRUSKxdS TO BE 8663-T6 ALLOY AND TEMPER. .,(UNLESS OTHERYRSE NOTED) ,5. (c) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERA; AND D NOT PROVIDE Nw�. I 1 S.S, M,S. W/ - ". i : rle^a a atO2` y ; I 7 1 x 3 32' CUSS i 7B`e x J! 2 1 V tNFORMATK)ta FORK BRED 5P,ECt:Tt PROJECT: I.e. WHERE THE SITE CONDITIONS DEVIATE FROM TEfE P.ED: Lp . __,...,.. L.�-.. ._ :; �__..3 n,,; N NUT' —._,;`. - ..r _ 6"-ia_:.-" WIND Nut 0 ' ,,6 ALUMINUM B A, CLOSURES SHALL VE 3 1 . .,.._,p_-__..._ a _ �._ I--- .°; 'I - e --, i , _. _ .4,. - e' { - �._"'`'iK...-- ...� - .. ;, _ (a) CONTRACTRI<( TO BE RESPONSIBLE FOR THE STYE;CTIDN, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 8 ALL M SHFZ'I METAL USED t ALd; HA 11 N .� i 14l4'R %APCUN„ i t i # 7. ALL STEEL SHEET METAL PANELS SHstL AM1VE STRUE"TURA3 DUALITY STEEL. AS -TM A-653 GRADE 50 Mia,: GALVANIZE STEEL THIS PRODUCT BASE ON THIS P.E.D- PROVIDE HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DVNLED ON pf( �... III , f_, „I ( ,,..,... -----I . DESIGNATION W/Fy- SELLS' I"i (AFTER ROLLED}. THIS DOCUMENT- C(N4STRUCION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. €�._� I Ie O.C. W/O ]J2` 1� , - f _..-_ J/,_' -- ," - I INN- THRFADFA �} '�i i 4 i - B. .ALL SCREWS TO BE STAINLESS STEEL 304 OR 216 NSI SERIES aR CORROSION RESISTANT COATED CARBON STEEL AS PER ON (c) THLS PRODUCT EIN-LIATION DOCUMENT WILT BE I';$Nu^LOFTED INVALID IF MODIFIED, _. ."- , PH•E.TRATION AT r--� _ :.4_.._ IL , __ __ . _ I t .- wL1F1DDM DF P1Ar€:• �'q: - - 50018 W/ 50 Lai YIELD STRENGTH AND 90 ft TENSILE. STRENGTH & SWILL COMPLY W/ FLORIDA. BUILDING CODE SECTION 2411.3.3.4, yLx� ,___. i ' rF� + [ (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR A¢RCMtTECT WHICH WILL I -��-• - i 6- Lei. S 0 , _08, I 1 9. BOLTS TO BE ASTM A--307 GALVANIZED STEi4 OR M 304 SERIES STAINLESS STEEL. WITH 36 kM MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD CEO-R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER . .:" - � - I A DELEGATED ENGINEER TO THE P.E.O, ENGINEER, SHALL USE tI THE HIS ENGINEER OF RECORD, ACING G - i - I SUBUR TO THIS TATTER THE SITE SPE13F1C DFUWMIOS AT)R REVIEW 1-3 ' _ 0 I i I I Y0. ANCHORS TO WALL SMALL BE F5 iO110w5: EO I ;^.,. ,,'' ' ' I `. .' I {y-���111 (a) THIS P.E.D. SHALL BEAR THE DATE AND QRIGfMN. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF `;:;. '', i F ,` --«., Y , :, , _ :.)C i, a itEGQRO THAT PREPARE tF: EC, - ... . - I EEL_ :, •" -.' -_I f3Q, , -1, - __ f T- C 1 - 1/4"e TAPC/N ANCHORS AS MANUFACTURED FA TUBE BUILDER, MIL, Y, 1'.-3 p-A:X.) �T -- T^. i I- - _._ 17f4"9-2G43145.5. M.S. W/ I` t,F. • Is - 1f4' W OC 7f8' CAlI(-IN ANCHORS, AS MANUFACTURED BY DitWAL7 INC,G. (MIN. f'w3000 P.&Lj L 1 " C97IT: �': '`' �! EC. "' - � - - FEMALE ID e RANGT,4HiTE UJ5 ANCHORS A5 NLANL.•f'AC71IRE0 TSf ELCO CONSTRUCTION t6. --{ - 1 44-217N3j#'SS. M.S. W I STORM PANEL MANUFACTURER'S !A$EL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORK PANEL 9N ., �I ` : -,.'. 1! {{. L. 1 1•. ••,,..� ±, 7/6"fx3f32' N1MG tKA EO -,. ^•_ f! •7l8• x3/32'9RNG Hui ! I_,, _-.. �r 1 �t4 10 PANELMA7E P PRODUCTS. ACCORDANCE wRM SECTION T709.&3 FiDRIDA BUILDING CODE. ONE LABEL SLiAtl BE PLACED FOR EVERY OPENING. 1 �I, -' fB e K al32 WIND NUT `.• , i }II Ii ?..15"e a a/32 WINO _� , i II WAStLEtA O 12 1/2" ACAS .e j :. !! WASHER (9:14) FO. ..,"' """ I EO I (Id-3Ew P.WJ,.) LARELTI.NG TO COMPLY WITH SECTION 1709.5.2 OF THE FLORIDA BUILDING =E- i ,� WASHER p 12 I/2 O.L.'; I '. , „ NUi WVSf1EA (BEYON07 - I I I } L I .__._..., ...._ ..,._I t-..._...,.-. ._L ...F..7 1 4Y TAPCON # 6' 0.[. 4 �, - ; ; I - i'}'4 TAPCON O 6' OD. ,; `` : 1 - 3 4'A rA CON O 6" O.C. -: ? i , " t , I� Al) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO FOUREti CONCRETE SMALL BE 1 3 &" AND 2- FOR PANELAIATE / / STAGGERED W/ STUD) I. -+ ,`.-___..�/�raFn b/ STUD] .':, i I PEtPRATK7k �T '+ 1: k i:1 �t 2-.4- WOW ;1 'l7/6'R N J/32• W7FR) NU7 2'x+` WOOD PLATE , l7/6'0 x 3/32' W,NG NUT f ' i '` tSST` I ,1 , .I -, i:. WASHER O 6 1/4' O.C. RE.4' WD 1j ' 'wASt1EN ar (8EY6N0) FEMALE ID do PAµELMATE PLUS. W 1 1 2 MW. T'HRFAD€D '.• . N W/t i. x' MM. TI•piEAOED ; ", i ; - ; #.; "GP PUTE `_•- y, t_� L-.-r_ _ Ri0U6iED : 4 11, li 1 ''� 1: : ,.:-.-�-�-'. : iWN AY WOMDNi 1 ._ ... imTl AT M10W1OT}I ,., , .- , - , __ OF PLATE t OF PLATE ' - _ -: W'000 PLATE t4-10 PANECMATE PLUS i ' . +, I. j i A2) MINIMUM TERM SiNiL OF #BE x 7PERMRTEO- �tN ANCHORS £HiALI, BE 15 7/6` INTO CONCRETE- NO EMBEDMENT iNiD ':._...__- REDUIWOOD R PLATE __._..a� ' wQoO PUTS -yam ' ' #' V1fK+0 PLATE B 6 Tf4' O.G- Wf1 7 . 1 I �, 'i a 6 ifa' O.C. W 1 7J6' '�. -`_ ) I ANY MATERIAL M1 �! II '.. I IT#-tO PANEDMAT/E PIS _ NEQUR&O _ y iyrlt ZING IN$T � ♦TION l ATI(SN MIN. THREADED PENETRATION I ENETW4 ` ) / ` P-20 SS SIDEWALK BOLTS USED SHALL $E LOW EHOVGH(S1i0ULp ANY FiNS511 MATERIAL 10(15'T) 10 ENGAGE 3fi• 1'iA.LNDWV! IILIi1�._ 1$U� }, I I MARL i1NRF,ADES P TiON I , i ' . INTO ANCHORS. WIWiWA! TERNATIYE O REGULAR. TRIFLED AT 1(AYLOTTR OF PRATE k ; i AT MIUMDM OC P1AlE y*. _.._j , �.. , �� A, flj MAAy WALL MOUNTING INSTALLATION WALL L AI6UN'TING INST L r'►'ION el, 7tY)T D __ i ,, ALTERNATIVE BAW ALTERNATIVE 68iV SCALE 3/6'-," WALL L�/� �E�1// ��E Js3) IN CASE THAT PRECAST STONE PREDAsr GGNCREFE PANELS, DR PAVERS $E FOUND DN rNE EXISRNe WALL OR 3 .' . �,I�+"y SCALE 3/8--I .y��YIEUN{ 'L'YT�;i7aiiL•1►T10N VYAIi MOUNflN INSTALLATION FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL `F,-' CEN O REGULAR PANEL O IJFE SAEEFY PANELHuulu = \} SF'-._ 'S SCALE 7/6'-1" SCALE 3/6"�i" 1 1M " a T TI q ALTEIINATi\FE $$w BE AS MENFNED IN A,1) AND IN A,2), 4 - Mu1FF- �AMt !t P p, Tlt�/l IAY E „�Cr� ar, OF S&AEM PANEL No, 44167 1V y •. ✓ 's a ($) m:F)!1�(Nfi �?N1 RcsE T -A * s a Namm.?� ENS ,✓y sGALE 3/8`aT a P: \DENS :q s SALE 3J6<T * s'k 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS VIM AS,Q. DESIGN LIMOS .� \.,, ." FLORIDA BUILDING CODE HI h Veloc Hulri_cane Zona •. �• '.` '^ FLORIDA BUILDING CODE (High Velocit Hurricane Zonp 1/4" D TAPCON ANCHORS AS MANUFACTURE BY LT.W: BLDLOEI, INC. - FLORIDA BUILDING CODE (High Ve)oD Nu Game Zane UP TO +55.5. -720 PSF A163 PANEL'S LENGTH UP TO 6'-6". T "• 9tm� PLxTo. L� PP. MfkTFS: ' ND. 44167 ' 2 6 lrit€rR. as FJ+. - 1/4' W X 7/8' CALK -IN ANCHORS, AS MANUFACTURED By OVINALT INC, (1.1n-1500 P..A_ �J � ° : ,•� ` °TEAS TaDSA, we zQ GAGE GALVANIZED STEEL STORM PANEL FP' NO.4 : * 1 20 GALE GALVANIZED STEEL STORM PANEL = 2O DACE GALVANIZED STEEL STORM PANEL ) ram'". A( i DMen RT 2. FOR NEW WORD FRAME CONSTRUCTION WOAD MEMR[AS TQ 6E 5T1UtMTRN Z . L DRAP1 BY, 1. INSTALLMIONS ARE ONLY VAPID FOR BULDINDS WPM AS.D. DESIGN LOADS � -� • * S '```�- oRNm RY= �14•-iD iaAMELMATE FEAM,1"E NS /31D PAFIEhMATE Pi.dYS ANCHORS, A$ MiMNL�AE'TS1RE11 BY ELCO CONSTRUCTION �''^., * [ ��,. - "",�_`-'"'. PRODUCTS (t'm-207I P,W.T�} -.� _,__ Poll NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 'R* ; �-a=�1��..,L o7/a/�om UP TO f55.5. -72.0 PSF AND PANEL'S LENGTH LIP TO W-6. � mtM�o -- ,i- rj It"t GLOBAL PROTECTION PRODUCTS, LLC. 69 'Ye" • gTA �+ __..__ __.-3 GLOBAL PROTECTION PRODUCTS, TLC, _ o; Tf -- LOBAL PROTECTION PRODUCTS, TLC. aEam n ""'t �'„A ' '>� THC, p41M 2- FOR NEW WOOD FRAME CONSTRUCTIONL WOW MEMBERS TO 9E SOUTI ERN tj ' :. YyCy �[ �s����I. �r TACO gr 61 sTRF[T �� �+•��.. A. A6m SW, s1 sR4E1 " REirEG�+01Ni. 1 R 6ElrI1r�IN-. +Q n :ALAI PHo,e': +.. 20-176`'n xrM. aWroW.NY sM,: AA3IaD:nali PI#PF1: (9Lw)pa9-7+A6, FAx: (111M)+ba-l7S7 20^176 '.. �C, ' 4 \(i' " +eW SW. $] SitEiT PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 DR FACIAL. L%'• ORii) . 'Y17jC •,..TRtn a COMPANY Dmm IL =14 s +�A�'• ,G'. TWLn: a PINY GAVE, F1. 3Sr1# TELIT e 8 DONE, R 3334, ,, (O�• • • V x RAT. 3W. 3,. r Tor. YW"A 9aY0IA n snN4 In,alL {Rs IRIMP I616. FAC nL)M 7 2G-, 76 ''/i,I �U - `. - AAA ,msv, Ocq ".-im . r4: a txN tat -,are rx - ®. ) �l6AsI F^ 4a64 9-¢ T n,w . (Jtl6) "I�tMP> n , ISbO m-1m* ". r m r w ....• >, Max DWL e. ", aAWv. A1- + NY-, I3� m _ . a : Goa "I_,FT, YW Dx" 01WPNd 4.. NA N CA-CaO47i9 Pn AT-NF CA-DDC67t9 Ar;; ix- IMmma ft FrAlJAllll Y.111;1& 5EA1,/SicMAlUR,vbAtE C W6A19 'W,r +Ire+° mDta,i1 sw lFAH AIHIID4 -� ULTFR A 11LUT 41 P'E - - P.L m%/ +�TDATM"✓wt WKTER A ,h.. AS. _ Ww.1ER A TRAP, A., P.E DA , -14Y - A -. }+ D _ . _ _ 11iw m or a iNBF a aA tr-W A - '81R1 ri m P T SIES 2000 A a O E-Z HANG SS, PANELS (SCALE 1/2:1') _ _ I-..._..._..,-., _.,:__ -__ _.___75,19e (TOTAL WIDTH}.-.._ _..- _. _. ._.__.-.. »• 2.250, 2,59 TI,. .4— _.,._...-'i ' 1 2.250' i ___-__._._,-_-.--I2,50a' (EFFECTIVE WIDTH)-.._-._. __ — I-__. --- . j !,4.), r t 0`- 4 .900" 350 ---T, r--1.J 1''': I r 1 'S i 1 - 1 ' SOTS' 2.5�0' SOTS" 0. ?f. - p65r 4.Da6" MM 711x;.fi 'HEMMED h'" If.' I 346v ! 2,244• 1 Z500' l Ew > 1 OAL - E VAN2EO STEtl. 5 � } .QOQ" ,A,42. 2.2i , 2 -1 t HEMMED T(P. - ABM A_ F . ,... S, I . 04 DEYAR - GRADE SO MRDMUM dJ I--_f :'E 'a -I G-60 GALV. a� II T a6s R :MAIL AR moo• `tom R �a'-2.a7D"---� ?so, sot -.,750.^-----._-T� (D STORM PANEL '--. 2,'7D'- -__- V REVERSE "tL" TRACK (.) REYERSEO "U" TRACK 'iy PAN_ EL'S END L!t- 75a` I- 11 W/ REAMED EOCE. -'-. ,;4..I I__ 2 -3' .06' ` ~ L__- R . 1t5• I1 1 1..�_ I- 4' 1350' F.. j ISOMETRIC VIEW DETAIL A 2.DDD' , 2 DO, ROUNDED CORNt:Ti OT.ENDS QF PANEL'S END -UP W/ HEMMED EDGE .125` 750 I.. ... - i•-•'PI 350�,,..t I `---2.0W°--+ &51) r_..__,.--3•Max.__-_.-.___ - -r Ti= 5 8 3"1c5w(tAlaX ALU�j AIVGII, I 1 4 WIDE -II- ,25' ALLOY6061-Te AWIT. ALLOY I. II iO 75a` I .058` ITM) ,'r�'. i ' . l 6N;,Q �:s I - 3 No. 4416T 1 111 I *: T FLORIDA BUILDING CODE Nigh VelocityHurricane Zone 1I 1 '750` _ ! *-,, ATE OF .Y� - LD7m Dimeo. W_ 20 GAGE GALVANIZED STEEL STORM PANEL DemeN er 3` Max. _.A;; •., DIIID-=� °TwJ� Q7 3 x3 Max\ ALU A $ rr �j GLOBAL PROTECTION PRODUCTS, LtC. "{ I STOP BAR ,+ !,, L E C A ( , NAL /,., y� l4 4/ ,NC. 48DA £w. 5 B11PC AA A ' A: T�Kr^' M1AL tL 3331, „" LONG A/I11NL1/A µIT ! PINY L 6OW-T5 Alum. ALLDY C , �'ev , now-- (as)r-7$,% r (254)059-Mr 2O- i 76 n , BLe v1-1v, N:-04 Kc P.E. +`FN•/91WVg11KF./aA7E FA-9DOB119 ,1„A. m,sle. eft NW r ,91RPIxl wn A n A M,:, P.E a6 a-u1: r eOmT 2r tK 26 3'/2# ISM Ron: Y am.m 1' 24 4' 2 4 WY an Wlo V' o ISM POPE Y Ktg*) 2' 24-►• i' 24 W 4 AT' 2 /0a'I y`g' / , x" MsN. f t Pgr;i B (SAE HD7E 1 B6.gFR fpt W'1E A> ma's ZADI1- 11_Mk DONCRIVIE ANCHpts (t _ T Mfi€,. d "we YE SECit01+5 m! VW 2.2. YymrF I (S� SCHEDULE CR SHOT 25 -- I• LIi6 Y ii AT 2 I 9 t,x1' S AAs OO M t I I I f I t t I E I •�-Ij i -- rfi��F�o-,__v-_.,.. r..,-x --.-. ..�. _.r-5.-i-.....r.i &6 %'S.... 60 x 1' r�-T - t���n�� R 4t.76t PM/EL](RNIEFeOR PAYER (1NTEMOR PAA}T) .+•°-„-.• PA�1&1.Y V I. pAy ',� PA3AEU: (INTERIOR PAaRt,i RRERIORAtRlj (kVtkR�AR PK9EL) _ PANEL) ' �•i !DIED 7 3. A LE3CAY 1 A I { : SEE NOAE a , 6:A4W' SEE jA BELOW 4 a`FE NOTE 2, a BELOW I I I ! Ili IT4I ' I I L' i II HIA�,__ P _.. i A/ffLB ♦ ++ :EI- }. ' I I ` -, ) P ! , BOLTED PANELS W �__� � i i I x3 2 1YaN6NpJTS I f i 1 i'+- a' _ ! MS W I / �a�I _�_�..- - __L ._ OYxItLAP I , I ; _ . ,-•I€�� i� I +I � I I ' I I. � , 7 4'x31a2' W1NGNiFtfi , I ..._ _... _ . �._._i # .- L _S,1_ _ . -._ , �-_ pp,� , yxy _ -'S - as x •L ...�...k 4'ARaNF 4B u 'i a --- . ,pl-, ... ! i k ( _.. _ .. MIE I ( i t (Aj ! 4I� IF 6*. I . - - . a .pANEUPTE (Typ,)L_ ( SET NOTE 4 a" . S+' If 3 3, : yA { w--,- •n - (ALROSRR„„ ATFND AT 19YD WARETSMar_ '`+'°'^ Mm. Y eg LOCATED!- J'""-- s TONTINE LDLY`'tpN - ICNEDIAF iR 4RE7 71 FOR WOOD SCREWS ,,,P ,/r' 1 T/2-' ) t' w. T. IMk. INTERIOR Sn 'SY[ ROTE 3 llOi@*/ OR w/Q.Q SEE SFDT ON MEET 26IV 'LOST PANEL TO BE INSTALLED AT EACH BE1GW' .'SEJ M LASTPANEL.. r1j 10 BE MSTA1sE0 AT EAGN i- OPErffibG ALWAYS BE RRWIOED W! TYPICAL ELEMnON FOR SEEMS =9 ffPENtA1G SNNt ALWAYS BE #"ROWDEQ_ wf AFAR MM OLE TO FM.NfEAW iNS171i(AIWN -. TE��TO BE INSTALLED � nmt -IMICALELEMI INSIDE OF ,, RF STALLED FROM LASIDE OF STRUCTURE - 5t5ME 3/J2' « ,• tlrxE 3I32' . i' - ,--t14• Mml. tM yilf` Yer. OAP 1/A AM,, aw �. ` 1 U_,•,hx (^p .-. am /0I It �. ' 1 '(�DR(3 w/ OR ifa �g Q7 ... . 1 ,�` SECTION B-B (61= LS�1StJl A- AIW)TOR SOME afaE" . 1" OTE, ] SCALE bat' - T' (1), OMNE(ON DF SERIFS 1200: E - 2 HAND STORM PANEL SYSTEM CONSISTTNO OF PANEL t NOTESTRANS .: atf. TRAAT TOP & PANELMAIE PLUS OR 15" LONG (1). KE0bI1D N.OF SERIES_20= E - 2 HANG, STORM PANEL SYSTEM CONSISTING OF Pi OD. * (2 AT BOTTOM W/ PANELMNIF , Crari. 'TRACKS TOP & BOTTOM (2). END PANELS SMALL. ALWAYS BE CONNECTED TO E)OM^,jltKt Sbl. WM3 BY MEANS OF (2j PANE1.5 SHIN ALWAYS BE CONNECTED TO BOTTOM TWA OTHERWISE A STCX•* BAR PAhtELAPAIES OR, IF USE NTLY W/ IS" LONG. 't2l)I TRACK AT $()TTO4A, END PANELS 8 SHALL BE PpprryDE AT TOP OF SUCH PANELS. SHALL BE CONNECTED TO W/ if{0-2�3 4 S W! 7 j32. WING NUT OR 1!<"h20x7 M(n. '+H INTO TAPPED 2 (EXCEPT AS (a), 1e ENO P,MaELS AFtE cANNEL'fEC7 ra BOTFi1M TRaeK. OONHECIION swALL GonSlsr OF DrSt'BEO oN F701E (3) CONSSCREYt: ,f4"+-20x3f4'" M-S. W/ 71 0II, /32' F NUT OR 1/4`tA3d4" ME,HA SEGO. FOR GASES WIiiFN FIND PANELS ARE USE JCNNTLY Wf IS, LONG } AT INTO TAFPEB BOTTOM TRACK LOCATION # FAS7ENET4S MAY BE AT EITHER OF LINODM $UT EIS! PANELS ARE NOT S;ONWEC'TFti TO BOTTOM TRACK, A STOP BAR EXTERIOR FLAT FLANGES OF END PANEL 8 S]4MS. BE PROV40 AT TOP OF SUCHPANELS, (4) RN CASE TkPT END PANELS ARE NOT CONNECTED TO BOTTOM TRAM i+.+. A STOP BAR (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY t15EO A7 TT3P) AT LEAST TWO PANETS SHALL GONNECTEO TD BOTTOM TRACK MOUNTED TO EVSRNO SAL WALL g�MEANS OF PANELAIATES, ONE INTERIOR PANEL USING SPECS OC MICE ANE. IL SUCH CASE, CONNECTION OF' PANELS MAY BE USEO JOINTLY W/ TRACK (2i AT BOTTOM ATTACHING BOTTOM TRACK SO WALL (AlANY AN MAY tO BOTTOM TRACK MAY OCCUR AT PANEL LOCATTOI, WJ TWO PAWE13btii%5 EOLLOWiNO SP)COINO SHOWN ON ELEVATION AHO W 3 1/2" (5) SEE SECTION 1% Y da a• ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 25. M EDGE DISTANCE. FOR THIS INTERIOR PANEL USED JO Y W DDFS NOT NEE TO BE CONNECTED TO BY ANY MEANS. TRACK (2�)h. INSTALLED tµ1FHFRtIAAAAr 4s,� ( LEFT & RIGHT SIDE OF PRTERTOR PANE.) HAVE. .+Y,4'•�'C,� �:_,.... T�(,C/; 111ETN OVERLAPS RETMINPAN PANELS (2i . ` ,, ��,.'''\„ __ \cEN•, FLORIDA BUMMING CODE (Nigh V61oo' Hu cone Zone) •' x N(1. 4 16T z sena 1R1ELo, 6� 20 GAGE GALVANIZED STEEL STORM PANEL rP. * GLOBAL PROTECTION PRODUCTS, TLC. 67""` sTA OF : c ? i DATE* f L E C Q 9' t INC. 'PINTA OWL 3, sT EF y!i ,,FTC (4Q''. ''"'�� T e WINE. TT. 3as14 ,,,.. '20-176:: (." n ' A 3m. YA - 1AAW$ W YfLY NIOfN: (93,)669-7bt5. FAIR Giog eP-am r�N •' n:-. , R N LA-0:40i9 `� n1=1sY1 Dvuwa rtx ,g'46 �ON L A ... .. " .. Nt AAANHI 11„I -T SD"i•A tuaE/DAlE NKTFR 'A ,r P'E : aA rc,1u _ - NSTORM ,DIC.AE1r NAARMi l:: (�ESPUT W1 i.• :1 BbAA a4) `.. ucarPACAM� CONaeTE _:`i $EL 9.'rkW[ `�\�,e�-^.a, . AMAa9f 1h, _ �• taut �� 51 � c Y. "" i.YE tlaaMF: �`v� arr sr�T ^ . 6 i-L {q¢; ; �• 1 NN nn pr � '•` -1 tA%' w J d mmPor Y ' :� -) �-t` 1y5 PDUfeT] MNmni 4 +i ac 141' SLY¢ Par+Wa f.lTr t S '*. a a as ,,.,>" :a. - \'A xtplusA �A Ana g! 14 9 � aaW: .�... � � _. ..- Rya t (a-T-r_,_.....-_. ,. I � 1�. T/;1Y-ri]!N 1 ,�BJ379 YS i 111l1Na � M7 L EA , M3A6�t ,. ... �,a, ; _. - �. eJ TW1a nI�.�a� -r 4 . - p I ! I t �w.. 1 s I ]r lAxx wa . �T ' I i 1 1 i �;++I'E £P I ,ffi1�1 I 5 1 1 I I I ! I ) 0 I R I 1 S I 1 ON SNEE7 Z6 I 1 i 1 3E mHan tft I I V1 BERET P3 a t � 1 i I/,• I-- FOR Mln I SN3MFNA I �,•h2G a ,' AIL e6 A' I' FaR iM ]/A'r-2Ox3/4' 1 TKO OSA�. I �A�,/8W �•/ R TAY W6C 4i Sa1CaRE I L_ QR = 25 r I k��4tl�vOY, V t iQ I . 'f I MeD NTT9 y! cN.WLM 1 N1iT p I I M!M N 11 m' oLAiS.:.. I i g s I a. EvkRr p. I I i I 17L.�ia TINT aWY OM4AP & I tt I i I - ~_ # I t3I ; I -}--... ._...,._____t_.... I $g e q s Oat �. I P I 6 11 I 1 I r i i i §1r rY a' e. ' = il- I $! ',I I 1 " ?r, /y ! .!.: ;! I F � mwMETe is 1 g x T HY. � )p I L i rI // mle& or--j 11 I 14- . Y 1 ! � i ,� - 11..• 1llt . 1 _I .-1 `Y 1 i 1 I� ! ! 9K; L% 1, L ` _ t _, _T E: I ' I 1 %vm� I - ,, , 1. �, Dpat Pa4ee ca •-1/,I ' YS, f iM.i%' L. i�T'aR `i/ !a ,<4` -Mn.� +bd/aa•am ..._I +1fr- iA e- " , i lalTWW. IeM a' I"� •' C9Y,q Aaam I ROB I Alf" &rzSLIW1,Lur am I 'i, : n •�: mw�tE3`-e..a--�-.'1 ..-- j. f I P/-' .sm/'!>mf-f NONE T 89OW1 I:.a146 R A9dMA55 /%/ m rR WE£9".T.& - ;r WMs�r/9 k .1= ]T •(• f't'0 / i v @rtO4tJ (mc °N ") � � 2 ! BALL AND Sf cT M NTTNG INST. WKaIlTE x+anxS i "--La Tau aR %Nr w SNErF a) .., �- --moo ewP N11I. D 1Y ve WALL MOUNTIN(� 1N .RF_Sr1J e� SECTION (J S£OTiON scA F 3/$- ^ FLOOR TO rEIUNO MDUNTRIG NISI. BULL6-OUT �ktINTING IN+�t SCALE 3t/8-11' Ir 8 SECTION sFOTIOI{ A; ( ..--+...E e, Q nfiTdts 11•+ Na. sr 3/6-1 SCALE 3/8-i• 31IMjloP 4 ASE B!R • AT TaP AS E Ge PN4. " 4 TA At IEa1TaY, 6@2B,M B WVAtulax �.__ III _ u AS 0. RAN, 10 -' a1i#\_li A .� , i ^3�Y.-'•' 4\GEA •• :I _ F I t -- 0 r 1o•T/.4 tlrr�•� >�YR.M�N Ix�� TOP = slTrou MrxtMD105 ew BE COUSIMM Dt ANY SPY TO SN7 MA' . I No. 4416T . s -FLORIDA BUILDING CODE H) h Yelxl Hurricane Zone) -! �. 9�.;, (1F - o3r#o TILTEOq ` 20 GAGE GALVANIZED STEEL STORK PANEL. D,y DETAIL 4 .Jiy, V E.O.. = D6tr# X (% FS"fATE � ; B!/'1b,MLG9 ...W ,-- ...... PROTECTION LLB. a,,,E SCALE: 1 ,B' r 1' /M1r. Sm1 it) 4 1.�,�' ` IL lrC'Or»s. �aI lvmr "WeOrP IPR4DUC75r SIRW "B. ' ,At1 4W, AAA a. a +1R. +wm9e,hPYE, IYf rA+aaD1. (aa+T6A FAC'(454)6�-ax97 20-176 aaa.. a L3LLI YPIR . Fa, a AMA) 4YI-TINT txMA14a 1A1' Ff_ SAI�hY.WTURrlM1E n - - WALTER TINT., P.E 9fA lwlaa FLORIDA lin 4a IO.InGE _ - !Ax vWEi ... Cn ,4, L W CD a) -+--a -+—a Cf) . C/3 CDL QD U CIO O L_ 0- 0 a.) Cn LU = z z Q J a - SHEET NO. SH 1.2. __ ITilI 1 WI "I , / r E: - 1+. H, ilif . ' MAXIMUM AS . A �y NC PR E ��S5SSU�t.R Mo% P ,yt 1` MINMTO SEPARATION PAN EL _ A�11 TO UtA9LE RATING SEE TO GLASS tY1NDRiDN S'ECnONS i66.0, -73,3 70' OR LESS 2 9/Te" BOLTED " V. 21, X1'W, 2MV & 3 W +IHtIM -75.3 70' OR 1L35 2 7 18 BOLTED • 4' 4 V, MF✓SI0IEU7 FRDM BO IOIF PANEL.: W WINUNVT AT OVERLAP & ADII OF PANEL LENGTH + , ,= P .. II+ A : x "1 _. . I + E. LI 4 +d11 : W .•.xX : 3 �a , 7t" +II .NIT• N v X . L,•u ' ELT ti Mit4. 1 -14a 1iN PRESSURE RATING • - MAX" AICHQRS SPA3NG E. 1' FOR 0 + 3 2 I. APPLICAfAE T4 =04 f & ANY COMBINATION THEM MAXIMUM PAet 1` r LANOLIN ( ) TAROLNS CALKIN j PANIIAUTE FEMALE IQ PrW,W, PLUS Ip CONCRETE TO CONCRETE TO @ONOREIE -121 To CONCRETE To CrAK:PETETO CONCRETE m C&XiD2iET 12` NA J N A / ?" r -- 12' N / A 1' & 2' (TOP) 11" 3 # lO" 3' S" 4" 5' 4' 1' DOTT[7M (( ) 5 4FS 12, 3`.. 12" 5« 9" 6` 8' 6" t (ammm) SERIES 1 +-H 66.0, -75.3 N r A N J A N A I N/A J NA J N/A2' fi[" 12 1/2. BO : ( TTI)M) 74° OR LESS 7' N/A 6 1/2' N/A 4 1/2' N/A 4 1/2- N/A 3' (TOP) 72" MIA 17" N/A 9 1/2" N/A 9 I/2' N/A 3' (BO7rOM) 12' MIA 12' N/A / 72' MIA 1?' N J h 4' OF (TOP) 12" 6' 12" 9 1/2" 12" iT' E 12" it, 41 (BOTTOM) A: OANYEQ 70 6LO R1. X&D. DESIGN PRESSUREPoiTEG. ♦SEE SHUT 26 FOR TYPE & SAC MR WIG ANCHORS MG tNSTAUTWNS WOOD FRAME BLIINCHO. SCHED 1L ANCHOR SPACING AND EDGE tCHEDULE ARE INDICATED Ai ON IACI MI LED rVM UL SCYirnEr ANCHOR 0 SPACN FOR EA_ ING TON ION SCHD BY WO SO BY f6 FOLLOWING sNNR1M ON 36RDIAE BY 1xK FO!LOrANG i7C1ORs. FTIt PIRA BE TAPS E LEMOH 10 M MUM NG INDICATED, TE EACH USANG F BILE, ACOIG iD FACTOR S. OiLYN NOT 8E LESR THAT MMAUM SPACING NNOKATE'8 FOR ANOHDR TYPE AT Al:ICIIORi LEd:END:.. 1/45X 1I4•e 1/4N i ANCHOR m TAPOW pmnwm MAINE In "a —VAR pull aN.•.WI 01 100,001 VACMG BIT 3 3 3 a 'A asTAtla ,oP+ + jM,) 3 3 3 3 LAnAIh7 ONMW sank fW3. 3 31/2 31f] d A9RW. E4 tL%UIL FJlllfoll 1 1/2 3 I/?' - - 3•::�A_ tA0 - HAa .KT.. ] 1 - '. - LAC. [ T I + REQUIRES MOA DISTANCE BETWEEN BOTTOM OF PANEL I LPN? TD E R. o. @ /2 Ji' .Max. p 'E-I' REQUIRES MWx. DISTANCE BETWEEN 9orm Or PANEL AND (2) TO BE: 3,/i8' :114-Ir COMPONENTS FOR REGULAR UEE SAFETY & E—Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l') ____ _ - _ ..._.-..15.124" (TOTAL WOTH).-_..-.--,,----.---,----,------I_- ..---.2.187"----, —`--__ __" 12.500' (EFFECTIVE MTQ7HHi-------.--<- _.._._ T----.193' I 1 t'e-20s114• 14 ___ .._ _.._.._.. .., I tF- i 2SO• --,7S0 r- �.& Srb METED -_ -6. 1/,- (TYP^)_ -- ,i; r 374'«."�r .1 M8 1` ..�'I" ANGLE 0 6 1%4' T.250" oo• :t8'8'^•• t-_ .086" J DR • T2 ,1r 0,C SDo'r _ 1 , 3 b' -: r sn' _ _ lssa /` ('', + L `. , I I 11 H1.5C0" :..t to, I '' (MAY REVERSED) r- f -- _7_-�.� `i ,254 . Ir �L 0.Q24' YM. THICK �,I �> •..._/ 3,3`i5' I : O86", -.. '`:. - .._ F " 6, "I ,I I IHEMMED UALWAIZED STEEL ",-.. .084. i.6- 1.500 EDGE AM TM 2DOA 1 .OB4'. - _.. 44j, 1.015` �E i GRADASTM E e0 MWr51eUM HEMMED` .2Q') C-60 DAX.. EDBE - '' ,. 2.,25' ,--., - __ j T I _I 1,5b0 r2B OBA' -•DETAIL A 4d � _ tT� ___.___.___ 7' 3 5 ) 1.sso` d ST��# PANEL C` `Wt.35E)^.« DETAIL A� i.-_ 2.tm6'-= ,-, P ANAL ti 1 ALWAYS - __. ININ INSTALLED 1-?.387- NIgM m tNdan w , z• LED AT E7w r LEFT SIDE of PANEL (2)' "H" HEADER ) "F" IWK (4) ANGLE WJTH STUD •'' , ... • k�s aM11GE a,024'.(M^St lMNFL5 END L!F _..:. ,3I P?- 1-T. r4A1VAMTLED HE,VMED (DOE rf D' f PANEL / 1+ ! .a.--I Amn.GFY t 11 8� -� ww, 3` _ _ s o• 1 3 27 1 1, 11 i -- E - ,11 �0.25D" �"^-_j---�'�� 1.407- a.e25- _,____...2591'--_.-. HEMMEE� -' .,. __^..7' ..T,... eO.E700• ;.^' _ a`-...__2.25D"._ __ "` I�+/�N 1C VIEW RETAIL A ) :i� _...._ : � I s.27o" eue � 15 OR t - ROUNDED CORNER 0 ENDS OF PANEL'S 1 I. tNr .ea9' , ._ P ND W HEMMED EDGE.U. 25' 25* 2376 __-_'A r�- (N:T,S) .375 TrP BOTTOM (" _,°`r"..R,."" .EWE IF PANEL ,� 3.750' .081' .OBI' ..� l! KEY ROLE A 750•-, ,472. 2S: t _. (IYP.) ..T 3105-HI54 ALUM. ALLOY n,I J NSI,I T PANEL 1.,SHM 6 FOR ADDITIONAL , -.1 .150- ^•- ^B13' W UMMATONS IF SLEEVE IENwH L T I'. .091` e- < , = ttYP.) R. Ax YWLO STRUCNRES. L_ !. -. .� VAS(- I,73 __ .- _____.,. __1 .000' 2.De0' �_ ' I.i93 -"'t 125 201w Aa.am�i '.09DY - 1750' 25O' I "H` t L;------I' REV. HEADER $� "'US HEADER I _I CTYYPJ _,_...) ._uN. TO 5 Ma%:- (BR SLEEVLE VETH • MAX, _, ! �_._2f,D_D�D'�_�.g��y�M �D 1 W.y,W �/��] .tip ". .SILT--3.OM7 iiii -I d081-76 ALLor 333t,% At•IJNGER ;AN 4 WIDE) Ij," . .. ,..._-_._. 1-..-.. ,` 50, I""— � _ OBE" ,.'i'AtQL'��: ••,••.,. .' [USE ONLY FOR � HAiG SIORkt PANEL .MIST .658' ""t .470` 175" MNf."}.I-„ 3A�., I {'eEillyP. ,. y2 Si51E.M) 6O63-T6 Ai.UAt, ALLOY ,.BiI' - -# ) 3 ND, 44167 1. z FLORIDA BUILDING CODE Non Hi h Veloc Hurricane Zane 2,�, f, e 0 y 1.125" .860' 2 : ' 1, + i23.. �6+ 4, r- WN. o � MN, o. Q -: t "• s e TAIM 24 GAGE GALVANIZED $REEL STORK PANEL ra' i ._ ), J ,2oI t T _ . _ ,_ STATE OF z ORAAN ft L'-"-' "2.OD0'-". L.._.l-` —?LFE SEOTOF� ` ,J ..._ +dRl.• %. Q ., IC ¢}I - oI/7I/msB AFa /� L PROTECTION LLC. GLOBAL. PRO CTK}N PRODUCTS. -� i1L.ifs r \I IiOC, aWE �_, _ i ., A ANY 46Da 5.W 5 511eE1' s aw• y T�Ftw11ex'Bi1c� 1 A ONr[. Fl^ Masi. Y `\Nttt e! .w. A, i ,N. R9al nALEIa, R rite 20-175 1 i�i;p,,(t I -0-OUT F 4 BUILD -OUT ME- TRACK 1 & � HER ,Q VANGNUT � Fntw - I am -N _ , , L 0 m,-1.1 FIRM (01A)MG_xa,s. KQQ ta6.Pea-e7QI �' --- � Is NN GRAePw x+: I th PQ Ti���,. a ��� ANGLE OHM 2 01e AAirSil• � {r,.rv"ny 3 ALL" PL fDArE twy.TER A J <I.P.LI J1 INSTALLATION DETA11„5 FOR REGULAR PANEL (1) POUREDINTO UTRUCIUM ALTERNATE CONCRETE AHCHDRS y-gGTOR CONCRETE ANCHORS ° E SCHEDULE i3Pt (SEE SCHEDULE ON_ 'I EXISTING POURED O4f4 • SHEETS 9 THROUGH 10) DISCO POURED B CONCREi�, -. CREW -I . OR CONCRETE SOCK OR CONCRETE BLOCK SHEETS 9 THROUGH 1D)t` REbUXtEO. L REWIRED. �t r EXISTING POURED . 0. LOGA m CONCRETE ANCHORS �+ St3: SCHEDULE n11 CONCRETE REWIRt�$',/' SHEETS 9 THREEWxH 1 -. �: . F / F f >li't 1 - 1"xl' 1M"NFRrSJD l f f " i- - , t#2 '-f- # t r ✓... .,fl ,/ -r tJ4' _ �r. eoetTLr M.WXXT f2` I/4" '9'E w....L.« '._._ Ilv r `' 4WY-SS NS Y/ NUP r . �__..,._.,, ��.___.___.. CONCRETE ANCHORS._-;,, f^.{ .r 12 I,A2` Q:C �'/. .__II , (SEE 'SCHEDULE ON ____._._..__...___.____ .- N SHEETS 9 7HROLXaFl 10). � E-k a 1 I i AY-za.R' j :✓��.• ' ;. / tern eons r I { l.. I y^�,�/+f./02i1.;f-, 1/011 i PANEL LENGTH A 1 .,". .'I. I I V E7e5i7NC Y,''F'I. H ;1.,1 ,_ ,., .f.,ri > 5 i„_ (SEE SCHEDULE CUSS l / N I L)? 1 1 I ON SHEET 3 a. .' A I .1/.y-MEWL' r f rt''f'r'' I - 1 I � N FOR SpwR.0 & SCHEDULE ON SHEETS � {SCE SCHEDULE I`/a4:h•*-2oa1 I FTa Para (E 9 & 10 F . rE ON TO CLASS 1 H/4'i-1W1' I ss. axis w i]aa61 01FA r DIM 51♦€ET 3 - I I u.H� t I ""T "L' Mn%. -,1 [SEE SCHEDULE ON ,.. n w '. ) T -Ar B. �+IOER Al PA F { 1 a p a , .N PANEL LENGTH f SHEET 3) .. _ , {t!g FOAL P1YW6 'L" Max. i::-. ,_ ,fh.. .v...:- .�✓'-;.. Blw:.Ha Rx1E :.. �-::.- #--' u7wM aE.H r-ey I _._ L -_ I (SEE SCHEDULE _`. , "I ,•I 19A;It, qfA r«67 PANEL LEWTH i s .'I ; ' Mtn,._. i ,-T- ON SHEET 3) ( !__.__ [SHE SCHEDULE �- 1 1 .______- 9N SHEET 3) -"'' !.__ I --- U SEPARATION I . _ m CLASS. 1 � t �. p[SEE SCHEDULE 1 '�.'./ I[_ _ :'1,a-= �- Nt-"''-= 3r .,. _ +- - NDI SHEET 3) I SOX __�7•I - I I OF «L" l.yt"of I ti.:./' OF .L. B I I MAX. 7✓ ) MAX. ; /; I q `,f E . _ I _1:0 _ ,' i <.'9 I Sox I SPACER - I ED r F I B / t:ENi,EH 1 ) O 12 TJ2 QC, I ! `ram. �,r, MAX A 1 I Tf&' N1v3,% I t i i I I �....._ .L _. _._.-.,l sr 1 -._.s IaAQ eaus l _' E". -__ I 11 11�`,, ... ,, CONCRETE ANCHORS , , Y CONCRETE ANC HORS i - _ : - I _.. _.,).. ....I SEE SCHEDULE ON POURED:N': -_ -. _. [SEE SGHEDULi }" SHEETS �' '"�\1 ONCREIE �;5�`t EOD)E OF WALL DR SUB SHEETS 9 THROUGH ID) 11 9 THROUGH TD'j ._ � 2 IIS' LONG MAY. ALUMINUM REQUIRED ",I SPACERS 6 1,/ O.C. VALID FOR �... poLr, COM9DHIN) - - 3 4` 11 Jr GATING POURED CONCRETE DESIGN LOAM AND PANEL / \ ." EXISTING POURED CONCRETE LALL ENGTHS K .. PER SHEET 3 CONCRETE BLOC ._.,. CONCRETE ANCHORS , REQUIRED. DR CONCRETE BLOCX REQUIRED. 1' MAX. LONG ALUMINUM SPACERS O SHEETSS 99 THROUGH 10) - _.._ ETD' .. TABLE /1 ON 000 SN.EETr ipSEC SCALE 3/8.Y ACME 3/6-t' STF,,,, 1/5.1• NMNA' 4AgttTIR , A T144z � �`"t;�Nt, "t�CEN , ✓ADS • `;,` s ,Lt "', ck FLORIDA BUILDING CODE Non High 'VetocItNo cane Zone) s _ rh -. D. 44167 -iamo iA.1EE Z0 "2. -- � - 21 GAGE GALVANIZED STEEL STORM PANEL -. � OR" NN; N aL FOR WMSINATION OF ECTLntls; *' * * , YB . - E.D. - EDGE DISTANCE :' �, STATE D --. __ LOBAL PROTECTION PRODUCTS, I.I.C. QT� rt a Ills. (SEE SCHEDULE ON TOP & BOTTOM MWNTNAGS CAN BE Sit'.•''" Ft 4II .• T . TER'E%4e & CNGIH[ntxo 48M Sm, 61 STREET SHEETS B & TO COMBINED IN ANY WAY TO SUIT ANY "'P.. OFI ,.. xR,Nq Dwe, FL MIA M.a+a.+WwN, a4nPW,n saza D- 75 aA,�>fi .��Wa 2 1 INSTALLATION. 'Xq /O'." tC 1 w"N 4:A9 n1-IA7P . rd , POH Aia.-TELL, NmaRL, {ssa)eaa-764s; rML iaE4)"9A-tli"7 D 5 o .�+N.A ar,w aN wW elrl,Nma1 :. lUtfffM1E w+LIw0A 73in5JtL R,E - 1>.`ta fn — 6 OF I. INSIALLABOLDEMLS FOR SERIES 2000 & 1000 E—Z HANG STORM PANEL !NTO EX�QWOOD TTR - 1 /4'4 LAG SCREWS O r ox. W/ ` '". h t 112' Mtn nHil{AOEO PR1£FRAfIDM •.. '., ,: a-' -..,.. (3 Mtn. 2'x+t` w60G .. ,J,,A LAG SG'REYF3 M 8` bi W/ ..�' TQ EXNSNMG WSkh9 HEADER. f T / ' , i2'"' W Iler LAC Sac" O 6 O,C, W/ r-�- 1 t 2' lGv lElitEADr P - .D EIaETgAATLMN / t FIAT art 1 2" ANT: THREADED PEN �..'y'r" a b>+ EDGE I EFita9kX+ TO w000 s _ 1 ETA-nNG NrIDER r To DUSTING WOO HEADER 4. i :MIS. a.1' S ' `} I - _' -A.. EA EMO i?F >\ ; � ' `t1 `l -. ,-� 4._ t/�4'in-7. s` INS r ,. ,: T -y. r, ,.. 4 Goni. 4t4%s S.u.i , i" 6 ,,Ant WJ 7/6 x2' w"NG 'i I .Y-''''.- @ FA 01Q :( NU O t2 O.C. tM # $r 5• t g \l 4 caa t 4'4 f 14A" Ll. . i S 5 AQ 6' . w - SCREWS O CC. , s: } N5 I 7 (� t a - A' a 0 I !1 3 TRU t EA EWl 2Da IWn. TY+n f f 64 FJa)EO PENflRATtON f 4' - f /2 t i` I -, . 3.,_ ,. TO EX+TixG wOGQ NEPLIEii. :. pIT r {6 Dt1AA. 1/24 h 3'Axr�C. � 1, QQ'X/x� Ntn3/7i ,I % . ry t�: - HfO7E to BELON) p fJF EYER'/t�• a'rP') I T' - SEE DETAIL 112. A 1` 3/16' Mvm.. POP RM_T 4 Cent. + �i !MELEE tt 8€�" SAPS, }`: O MIOWIOT)N CF EVENT 0 EAL , E _ l OFA. END 06 p' aTrP a s Wow17m�A�R 7 cata lIRE9 I i �, "� „I (SEE OETAI tl$4 & T _. : NOTE a -A as -OW} i i t r igb0 rtEADFA REOUpt@ � _ - 2 p Te' _ 1 t 4'w-2W/4- W M aw(L �' I S 2 4 56" 1AGv. ys'. W 7 `aX3 32 I // f e'a:� sElxMea N 2 TND ot3 /a HI�t e f. TO CLASS t 4"A- 4" in CdAuS. - Ml W f .i 3a C / i l8 I 1 T1txG Ni�o 2 .0 1 b WINO NUt . EVEtn osERtAP � w ikE1TY OVERLAP IJ4'R-2G+3,.s4' - €o W _ _1 .11 x tf5 o-2Qx3/4 smxw Y! it - 2 6 16` Mtn 7/8-ft / N= £aGREiI' w�/ I r -I _ ..-. -'1 SEPARATION — 1Yt / N" 7 jbpry3a. N 1b O.-Ss. EVERYOVERLAP$ EVERY OYtg}-aP g I 2 ! 9 11 I _ - L 1 •'s-sb,s 4 N.s:. 3 cent I w� 7 f 1 - the aci S2 _ I rre I a w a TFP/Q FAlI a 2 o.c_ J pp S _ .- .__. I 9 } _m� 4�r I 2`X3" N44r L ( I _ j t, a fro i 4 W- PAHFilN 4 FEMaE€ T 32 Rt LX $, w i' AIE w " 2 G N� FiO• B/ r'. : _1.__ 3/a` p/4' `� :- - -A Q� t 4 P- /6' W NS. . ' �� PI@` H1trt T»rAtA:O -^..--T -( � I J 7 a3/32' NW)G SEE NOTE ,a BELOW) � '. PFNETRa710Ne 12 i/d' Q.G. �`,�Ii t k• :+" .. 4 . a � .:.I. '+e. NUT 4 4'a.-20x3/4' .1a a D.C. w/ / LAG SCREWY', 8 r J III I t 2' : i•EttE1RAr41iN O 1AM. THREADED`) 11 �.� '�- VN - O PATE SF]6x?- TaoO ZiR "•'�_ ,1 a - 4- ; - ' FAT twt oM EDGE W I F AT FLAT -amPLATE REWIRED T t iA .EiWS) `.'_..�-:"" (2) TA, PANEL ATE. PLDS Wl' I.: ". to BELOW) rt $ 1 4'hfn3/4•,+RS_ WJ 7/.---/3]" Y ' PENETRATIOx N t2 a MOI.INTING 1 s: NNtQ NUI O 12 O.C: ,.-� Cent. SER tom c1 •� � , T A .: j..:. M"". (2) 2'al' IINCaI, {LN � I Alt ,, MIT, THREADED PENETRAT�X t /i'2' �L THREADED 6PENETR 1. =0 r+ '. ' Mln. J. tz) t'a4•--' / �M(rr�� H 6T1lt�LTLJ�:! PLATE REOU6RM 15Me3RAr.RaR1ES,.L�' Wow .]E+ES : s•s" FLAT OR ON EDGE E y�. Ili ,, '� Wf.IOt] PLATE REgLeRiD o NNN OF T4ATf NIT., 2`x4` WODO PAT OR OH EDGE - SCALE T/4-.1- 1 I #THAT[ REDtHRF31 FLAT ALTERNATIVE 1"W ,- SCALE 1/4'aI' 1 ' FIME TO AEI # �� r LRNATIV 4'+W i 94SIALLATdONS ARE ONLY VALID FOR. !UD NOS MTN AS.D, b IOA6S _ „"' H, UP TO +d88.-7.5..3 Pat AND PAXEL.'5 t.ENGINSTALLA TH UP ib 5--H; [LT[ ',tit tA�t, Dlhp i TC j SCALE 114-.t' % 2 i NEW WOOD FRAME CANS7RUC110t1 WOOD MEMBERS TO BE SOUTHERN wL 4 4'1, , .... CJ 1Tgo,T SCa1.£5W Ili"-t- PINE No. 2 W/ SPECIFIC DENSITY OF O.'.5 OR EQUAL `` !i� 4a`'1 "" �}GEfdq�;,'•. o FLORIDA BUILDING CODE HI h Vetoett Hu Done Lane) " No. 4 i IAA: W. �{ 1 SCL.' 6PEGIFta ArR. REtwmsM€x,s FOR E GF bP BAR a ar EDP AS E * : = * ; 20 GAGE GALVANIZED STEEL SHORN PANEL `,' T TOP WHO_L As PAPNEM CON1�Gf1f1N To TRACES DRE§�]� AT BbiTOMr ON eTiPO ki7,Bc-R " �: 1000 OR 20M MLtTALUTtgi TYPE ON SREER 27:,. REOMR26fl a�1TA'( OF .1 < .- - C`�rM_ GLOBAL PROTECTION PRODUCTS, LAC. ` "�, `NA WTI iL G Y V INC. � I.ME.W. b'REET 1X1tE'-RXF resNSNaAM„ OF sEOROn•4. AI TOP NeInER 15f000 i .0. f Q , ," .ATIS(� �_ _. F i".,...•- (yM / FL.st mT *:EST Q ExatHt, EE1Rei. a cotAaP� rN Pa as ,P.)w-,. F. `AA5.)m-tw? 2D-176 DN & dtNCHOk L[3t ATI3N 75wt SEi•tsM _ r OMIT t.,_%` r ` `. Tar & 90T)OM LdOLutlINCS CMN 8E IH ANY �- - xyVA �. ' V / ,' let$lli 8+ CA-UW61is -n, aN +Aar rae>M� aW,1tY1Q R6; II, WAY TO sort ANY WSTA;1AnoN. 9GYRI Ft - NOTE - 4NUtiFR TRICKS Nor . 1 TOR CLARITY KS , WN.IiF ANFL,.Nf ]'E bt ri Ie ELF M IIIi0 z<.Tc. ,rX, V ! 16 G -�� MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM ADESIGN.&V PRESSURE RATIO W.f. + or - { P ) t ) CONCRETE & tWX1p IHSTA.IAT04 1- L+ is- 2R0 I '-o' ? 12'- • 0 no I2'-0' ELF'-$* Ja0 IT'S` PD'-9' m-O IoI TO'-O' 4010 tO-T' 9-4` 50,0 9-r• d'-1' SS.O a 7- 8--07 _ Sao a 3- J 7^ 65.0 _ e � -G' ' 1 _r 74KO 7-S' 6-le $0.0 7'-2' 6-7" . no 1-0' I-1. MO 6"-9" d =2' e5.0 W-9- d=0" 100.0 5._'. S'-, 7' roSo lT6D 5'-7' T'i75.D - 5-a- it9.d I - I 5"-5' eD.IAINEL E8 i AT EAU`H ���m- (b- as DR D.M.,0.0. ACH-W�s $, @ or (1, MAXIMUM PANEL LENGTH !` "L+" OR "L-" (ft.) 0 MAXIMUM AS:D. D SIGN PRem TN1MC s.f ,.,- CONCRETE & WDOD BNSTAOATIONS {' 2aO 1•F'-d' 1 14'-a- 25A 12'-ie - tT'J' 10b 111,11 Pa-7" 35.47 , e o a '-s" 40.0 9.—S. 9 -2' 4&O a-r' ffi-, 50.0 8-7' 8'-2- 5a'O a--r 7' 3" 65.0 7-01 7'- ' T _ MO 7'-1. 11111" MO1'-,?' 61-4' MO 71-e' 8:--d' me 7-0' 6_3. 90.0 6•-#' 6'-1- 95.D 0'-7- 3'- TO" loax, I 8•-3. 3'-r 1010 e.-3. 3`_4" 1MO 51-T` I15.0 119.E 4-d MV41MUM SEPARATION TO GLASS SCHEDULE MWGMUM PANEL L 4M WIND SPEED 4 170 mp.h WIND SPEED 3 170 -P,h on) UNRESTR,AlEo I REsTRAINm UNRESTRAINED RE<..TRAOffD 30 E`ER LESS 1`. I. 6" 6 1/4`... :,3310 90 I. ,' 7 1/2- 7 1/2` 7,90 1O 9A5 1« I. 7i/2' 7 TJ2- 7•T45 TD 1 1' a" 7 1/2` 11INIUCILd PANEL LENGTH (In1 FOR A GIVEN MOUNTING CONDITION TOP BOTTOM MRECT MOUNT W I I- HEADER NEATER 14"'I'5' A11O1.E STUD rANGLE TRACK C w.. Rq - DIRECT WOW AV 32. 32' 35" 55' 50` 1 50- 4 I,S-X1.S` STUD ANGLE 3$` 32' W 32, - 42". 38' -. 38" b "F' TRACK 55` 32' 12` AV 67" - 50. 60' I WC0 S .32"6O' 2' 38" 58" se t ' TRAY 50' 3232' 38r w' 56' s6" 2/4 3r MAX ANCHORS (SEE SCHEDULE ON -I• +-- -- SHEETS & 10 &t i) __ _- �- - - - o- - - - o 3/4, 4/5, 5 5 & 6/5 , 2W/6, 3W/7 & 4W/7 -r-r--r-r -r-T J I__ - _ , 1 i _ H i► 1 _. l � i 40_� s - UNB4LTED PANELS ! [ - - _ BOLTED PANELS W/ �se-20X,' (SEE SECTIONS AS E _ s. Ms. ROIT Yt/ o ER D ., . SEE SECTORS AS APPUDABLE) E APPLICABLE) r t ( 4 j f , I I I , 1.111, I,, � I '! , t "'e, I I - - i", 1 .@. - - I � ��__ - I __1 , � - , / T _. -1 i4l __ . _L_ - � @-@ 3, wx T" MIN." i f/4, 3/4, 4/5, 5 3 2/4 TW/6, 2W/6, 3W/ I,,.___—.___ANLRORS (SEE SCHEDULE. ON SHE'EFS 9, t0 wi)-.-...----- __---. REGULAR STORM PANEL In ELEVATION S?7 ._,_ .-._ N.T.S. "1)(1) L+: LtIM ALLOWABLE PANEL LENGTH FOR A OMEN POSITIVE A-s,d. DESIGN LOAD. l : WILY: 1.u!.u(P PANEL LENUIR POR A GAIN NEGATIVE 45-D, DESIGN LOAD. (2) PROCEDURE TO WERIONE WMIUM PANEL UNCT , GNQN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MUQMUA PA M L.94M 'L+' FROM SCHEDULE FINAL MM%HM AALLOMAA8I;E PANEL t iW�IS EQUAL it3�THE MINIMUM INE PARM LENGTH BETWEEN 1+' AID 1--7. (3) SEE SCHEDULE @FLO'N FOR MIN. PAMEL LENGTH FOR POROSITY OUAIFICAPON. �' MSTALLAT)OHS NRO WO00 ARE UWM m s 95 p,W.I, MAX, A.S.G. MS" PRESSURE RATING >N. mw" , e, 10 & 11 FOR MAX. A.". DESIGN LOADS A, MAX. PANEL. LENGTHS FOH 1/4' Max. OW A! I, 441.67 :" I _ * .. g ATE OF_'_ am ]ALUM INC. .w�Nrr.Xw.eN. 11 f.,�i'I, �r � INC., 24 GAGE GALVANIZED STEEL STORM PANEL Dw�F, 8,,. BALL PROTECTION PRODUCTS TLC. 6r/n/2�'2'���t, TMIE: '`$4,''. F AA by .• dTTtIT) ,.• 4C4X`D, �.v"Y w NA604--- EfNgn& TARE,, m 4Wm s.w5rStReErn _. n.333,4rr�i�s/��tAyf PkXNEx CA54M>W-76!!b Tar L"64)wa-"rn c ``"'" rOD"•, '1U,px sNo- w: be. rA. All1 twx.: Quay-IPloI eltlkTi T� +t P.E 20-773 PRIANG Nx SNEEr a cr le aut7••M A` v ,Y=P, .W�..ii ST t} 1 O RUCT--U _,.:._ e___ _,., ..,. ..lore r " ..___,__T'__ »'____ _y .._, _W.0�::.D� r a - I t{ SEPARATIONAD 1 { :_ WOOD ANCHORS __ _ 1"O fUh55 kl.- ,/�E.E SCHEDULE ON " �1 H I/4 i-2uF," r [SEE SCFIFDUlE T I i/4'Y-mni' k.. - ,....� ss„LN>< t W HxA1s I DN ',NEE+ 3j '-{E{[ { .,._ r. W . _,� `. SHEET 11) :, „"^:, .. - - +..,, It -.' , I f ,<_ . ,,, . a ,'YR4 w a 1/4• a�C. �_-.=� _-�;yA--- ...L- a `ate PaR P.Ng I1. 1 } _ a 3EtIGiN t7kR T--07 _...,.._ t - i r I `' rs �T EXTST,$TG:.j t ,•--'-_--I r / PANEL LENGTH wnoa H Ir 2 ANCHORS 'i[ WOOD CHDR NI 1 i SCHEDULE I A EDULE I [SEE REDUNRfD .I, L_...�-_____... ii;. J . [SEA ',CREDAL€ ON , a 1 ION SHEET 1FDR 3 1 SHEET 1,) `I` I T' A' IAAX. SOT SPACER ,. 1 2"� s D SPACER. CENGTtt MAX. .)-__....._ 1 RREQUIRHEADER- . - ... ,2'' sED . I EO !--. "",.. .. rl 2' % I T11____j_ t �. -.,. %Mkt, a:. f:,: a i Min Y:, '. I ',f ., I I � EO - - 1 - I I L..._. - ' t-� ._J . I • ..... .. i i '; tl I f ,��zE�A1 i' MAX- LONG ALU�M1INUM SPACERS @ t2 1J2' : 1 I liN I --Y TABLE , n C. (SEE �.. MNn. 1 I Q I,i bIY ON SHEET 11.) E SEE NOTE •' mil. FOR LIMITATIONS FOR ) r SEPARATION I 1 'L" Y.AX. 1 i I 1` MAX, i' j t 1 1/2' LONG SLEEVES. _ I f I (SE SCHEDUU. i (SEE LENGTH5CI I (-.. SCHEDULE S 14 r�I i I ON SHEET 3) i ON SHEET 3 �__—__:.._-.-_ _-1__ (IN SHEET 3) ,1�1 N ' r ; i s .-PANEL MATE FTA49 ID OR PANEL MATE I ) ) - ,x_ { PLUS SEE SCHEDULE ON SHEET 11) w::-..n _.,pL. ,:.-.P __- .�§_.."`tt 15 W ,,. 1 MM. 1 ..., !7 1... �, j SEPARAnDN IS 1 � 1 € i RH ohA T F%STING D GLASS. I 2`k4' WOOD _-, _____1(SEE LIST-11-1 _ - _ _ __ -'•N .H..- _-._ ._ __ _ .., GLASSSCFIEDLJLE.. i PATE �nUiRED G1Ass 1 ` ON SHEET 3) I DIRECT MOUNT Wi SPACERA -_--4t:- _ * i ALTERNATIVE 2W* f 7 f �'t jI' 1I } , . _.* e,,, E ".11". I "�!f Sd% i._ ''--'-` : "I �. 12 T/2" O.C. SEE TALE ( ON SHEET 11 FOR MAX. PANEL LENGTHS At 'O IDESIGN LOADS FOR THIS INSTALLATION. 1 OF 1' L �` - i MAX, ` i I I .0 MA%. I _ , a . Ii ' .._.__ _'__-.- -' �I ' '--3 4'. C 12 1/2" AC - -„ t T-._�'I. ., .t �` ..' '' r11.. I , ED I - ._--_ ., r ! _^ ,.-.. WOOD ANCHORS * * b=L' . I -..} .,, :.:. '•.. WI STUD F} _... _...__ __j ,I STAGGERED 1 _ SRKFA 9A MAY BE , rjY LDNQ b: { �.- ti '` '`_. yF AEI (SEE SCHmt7LE ON • '; I g, FI. :...,I I , II ( SHEET 11) (1)MSTAIMIWN 5 IN= 7o A ARE STORY SIaWWI.S Or" 15`=-.p' 2"%4' WOOD ('l.. ? P *•':BIDED ( 't pip MAX Iff1tt M1GF I fT (Ti"9 W A N�1 .TION FT3fAF ANY -,.� I _ ; 7 IMAGING NO" CWWZNtty REMOVED ON SHRT 11). PLATE REt3UlRta I - D ANCHORS - '-`# ' _- 1' 1Ai. $fY1tRA1Mft to aA99 U✓oIOMEo 4" 2 % w'OOD <€ STAGGERED WJ MO ox 6HFkT 3 AMY AiD110ED TD I/4' AS { PATE REWIRED 0 ANCHORS OR4Q Tt6Gt COI�Ofa,RT w MATE F:3LME PU: OR 1 a fi (SEE 5D"IEDnLE CJ71 LtlNG AS iNE Fa{DYIINO Cp#OfnDMtB JAL {".SL.«-..._ 1 "- - I ►eN0. MATE= (RA/5) GIHALL eE D +U B 1J+• QC, ' ( SHEET 17 } WNPLIEO wTT1b { RSSTMGTptI PROM 2? ,!]' O.C. SPAtIRId AllAWEO OH Slarr ' (t) mAmIA TMMLM64 -K -45 J. 4 (M MAX 24 ME PNXE4 LENGTH 6 UK" M 80• Al ANY OPENING .a.. % t_____­_ ik :,., E till$ 6 A RI$TR,OT" FROM Local PANEL UEw;N&,LLDw}$ ON (2) MAX" stow PA7a LmNH a WALL MOUNi111 I RARE MOUNT { SHEET 11), ALTERNATIVE 2W (4) 1 1/ LtX6 sPAaW otMwOIGM OA SMALL BE a INDICATE`ON MOM v* St . ►AKL M"TALM ON t8 QCY �� 3J8 i 98ET 2. a41aLAnpN ELF 11IRr LONQ 9A R9 ONLY ERjypTNE 1 W MH O AM OXFiT NG wW0 rpAee WA l_ YAEA) FOR W Mb XONCS 1. 2 AM 3 M OONTI RED Gf ASM SCALE 3/8-11 (6) ,INSTALLATION VALD ONLY MR WAND E�Ri AMP?HET�Q (7FN E0 MQ OF THE ACWAL DING ONE I 2 R1: 2& 3 I" AM E IHItM_N AAL-_- -__-_ -] ,<*'. `71��CEN -�, FLORIDA BUILDING CODE Non High Vetoct Hurricane Iona ' HIM, . INSTALLATION TION ARE ONLY ID FOR : A.S.D. :A 1 N ALLA R L VALID MAX. g os$xn i".lFi'A. Ma F. t1A AT C C N F ON IN OF - CTlNo, 4 4i DST .F67 - 4 2 GAGE GALVANIZED STEEL STORM PANEL a - owH et: DEIGN PRESSURE RATING .s.f AND PANEL LENGTHS p } GT * *- """ o7/xr/Pa26 TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -c�. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') `s. '% STATE Ox ""' IL .:Er C O I 11e. GLOBAL PROTECTION PRODUCTS, U.C. wo J =1�_ INSTALLATION. .• fi(ORIO TMLAEi' TfSTWe R ENPaiC#RMo COMFAIn' 4m0 rm S, STREET 2. FOR NEW WOOD FRAME CONSfRUCTTO'a;.. WOOD .,.,;,....•' tIp I+P AA-- msn 4wW,a e+Ne+tRn aMsa dare. Ft- mu - r ,�* H¢m OOR1 m ANP A". Paat>m-.1 PHOMI LLS4)"9-15,15, €AEG L254WINI-ow 20-175 MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC 'Sy / :Z 4-4wn.W,aW4e.ro, - aMAdVINND DENSITY OF 0.55 DR EQUAL. N//N,Mt164 nm,uTE CA-Ome7It rx « s®IFI",-- X.w rmt WAILER A 11 P.E. i't"'p - j-1 N6LT 6 OF 14 441"7 �C�`E`N��RA1 NOTES - Y� +.Iil'�li AW 1 Wx` t. Hd�NB.�i ,�i1im..= (C) T.D_ x 1' CS{4.WT1' G 6 5 ufN 4 1. 'STORM PANEL SHOWN GN THIB PRODUG# EVALUATION LKSCUMENT. (P.E.D.) HA5 BEEN VERIFIED FOR COMPLIANCE 8N ACCORDANCE - r/4"e 1APM ANCHORS, AS MANUFACTURED BY OTW, SUILOE.X, INC W1114 THE 2020 (7th EDITION) Or THE FLORIDA BUILDING CODE THIS STORM PANEL "111 NOT BE INSTALLED AT HIGH - }14-10 PANG(MATE FEMALE ID AND PANEUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HNURRtGAhE 20Nti5 (MN11d-BADE / BROtVARQ COUNnES}, - t/4 a LAG SCREWS PER ND.i F :. M R : C WIND DESIGN WIND LOADS SWAT BE DETERMINED AS PER SECTION 0. THE ABOVE MENTIONED FOR A @A51 - 7/D8'6 "SLOT WDOO BII5HINO, A5 DNSTTiH@UtED BY ALL. POINT S(NiEW. BOLT & SPEC`WLTY CO: A ON SPEED AS F3ECiU1R70 By THE JUR45aOT.,N WHERE STORM PANEL Wilt. >� INSTALLED. A,dd FOR A OR2ECrHOtiAiLTY FACTOR EL KNOBS, USING ASCE 7-15 AND SHALL NO EXCEED THE MAXWUM (ASUD j DESIGN PRESSURE PAT44M INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2` AND 2' FOR ELOO PANELM -TE PLUS 3 4 1 P to TERu 2 & 7, 8. AND ANEIMAI.E FEHAALE INULTIMATE 1 : NFD P - 7-16 SHALL �. N1R*af ORDER TO VEWRY' THE ABt)VE iXNiMT10N, DESIGN �Iq E(SaDS DETERMINED PER R`.CE T:. I " TN MAX,A C2 MINIMUM THREADED PENETRATION OF LAG SCREW INTO THE N41'iJ FbthA4E UNIT 'SHALL 6E , 7 THREADED REDUCED E ARE DESIGN PRESSURE RATING - THIRD THEM BY D.fr IN ORDER A COMPARE ESE W/ MAC { S.D,) ) f2 NO N P RATNCS -- N STUCCO TS .NI9 CONSIDERED AS T R N, THIRD 7 I'�NETIUION m SFWl @E CO PAW OF THE EQUIRED TTiR`uU1FD PENfERATfO SHEETS DESIGN PRESSURE INDICATED DM SHEETS S 9 RU 12 & 1 HO T 33 ABLE T 5NOT R. A 3t INCREASE 1N ALt$W IN ORDER TO VERNAL THAT ANCHORS ON HI P.E.D.POR AS TESTED WERE OVER STO WOO, EN DETERMINED 9TRES,S FOR WIND LOADS WAS R1LT USED IN TriElR ANALYSIS FASTENERS SPACING m WOOD HAS. SEEN DETERMNL"D IN C.3) MINtMV,M EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH WO.S. 2010, STORM PANEL'S ADEQUACY 104 &PACT AND WIND RESISTANCE HAS BEEN VER`= (N ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8't/4' 6-20 SCREWS USED SR141 BE I 1/2' LONG MINIMUM SOUTH i ,4.D7-Qi AND D219. _pj AS THE ABOVE MENTIONED CODE AS PER AMERICAt TEST LAB OF SOV FiQA DA T�DR,S B OZ SNOUT STUCCO EXIST MO I" MINIMUM FOR WALLS WITH .Q N0 STUCCO PER SSI`D 12-0 & ASTM C 330-02 STANDARDS, AND AMERICAN TESTING LAS SOLT40 FLORIDA REPORT #Ii23.01-10 AS PER 1 C.5) IN CASE' irtA7 PRECAST STONE, OR PRECAST 00tigtETE PANELS, STUCCO OR W(XJO 90AfilOS 8E FOUND ON THE EIRSTINO T t AN T c- 0 AS PER CALCULATIONS PERFORMED Iry ACCORDANCE W 'SECTION 804 OF THE AS 20 O A,. 203 PROTOCOLS, AND ORMPNC f FLORIDA BUILDING CODE WALL, ANCHORS SHALL LONG TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. NEIENOUGH ANCHORAGE SHALL � AS MENTIONED IN C 1), C 2) A: CA) S 2) 2 ALL ALUMINUM EXTRUSIONS TO HE 6%3-16 ALLOY ANO 1EMPER. (UNLESS OTHERWISE POMO), SEE SHEET 2 (D) ANCHORS SNAIL_ BE INSTALLED FOLLOWING :ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, IN USED - CLOSURES SHALL RAVE 3D 5-H74 ALLOY. S ALL ALUMINUM SHEET METAL ED AT t1SU 3 F1A 0 8. PALMED', MAY ALSO 8E INSTALLED cn HORIZONTALLY FOLLOWING NSTAJA704 DETAILS SHONN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL SIVEi. SHEET METAL PA14ELS SHALL HAVE STRUCTURAL QUALITY STEEL„ ASTM A-653 GRADE 80 MINIMUM, C-60 GALVANIZED THROUGH 5) EXCEPT THAT HFAOCRi &(D SHALL. NOT. BE USED. STEEL DE57GNAION W/FY- 922 5* (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF 171E CONTRACTOR TO VMFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINUM STEEL. 304 OR 316 0151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACH£n TO INSURE PROPER ANCHORAGE THIS SFU1MR SHALL ONLY BE ATTACHED TO CONCRM BLOCK OR WOM FRAME 8UILDINCS. i 5D STRENGTH AN 0 k61 TENSILE ENGTH SHANU. COMPLY W FLORIDAUND1N0 CODE C'TtON SOFT B W kn YIELD SIR Gn D 9 STIR AND C I DA SE 241E 33+ 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS I, 2, 4, 5: 6 AND ALTERNA'INE$ IW, 3w & 4W ON 4, S. 6 CTNF'LY; SHALL HAVE A AND READILY VISIBLE MAAR IC INSTRUCTING DARTER OR iFNaHT TO RESKANE SECURE 4, S. 6 4 7 VISIBLE 6. BOLTS TO BE ASfM A-307 GALVANIZED S'TEEI., OR AS) 304 SERIES S-AMILESS STEEL, WITH 38 kA MINIMUM YIELD STRENOTM, WITH URINE t SECURE APPLICABLE RETNFORLEM£NP DURING F'ANDGs OF WARNING 7. ANCHORS TO WALL SHALL BE AS FOLLOWS'. It- THE INSTALLATION CONTRACTOR IS TO SEAL/CAUL. ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN AVTRUStON. n r ETF (1.) m EXESi1NG,. Pfd6F_ Ile# TAPCON ANCHOR.', AS MANUFACTURED BY IT* RVILDEX. INC- (Min, V -0192 p-4.) 12, STOW PANEL INSTALLATION $041 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZONING, REGULATIONS PR R AP T , .UNOED BY fliE JL1,85DNCTNiYV WHERE PERMIT t5 APPLIED D. T ERE 1 4- ! x 7 8 CALK -IN AICHOAS A5 MANUFACTURED BY f#.VNAL aNC f J a'e . 4- :• Rs D BUTED ALI, POINT SCREW BOLT at SPECIALTY CO 1 3 SOUL -.SET ANChO AS iStRI - BY , J J , P (P. . t3. a TAPS PRODUCT ET6G AND O0 NOT PRiYdG)E INFORMATION DOC S fld A`R COtt E5 (y Mtn, H'cc3 QOD .6.i, ) EVALUATION UMETNT ET PREPARED B) 1H1 GENE F FOR A OE SPECtFI PROJECT. 1. WHERE THE SITE N III . SPECIFIC O S C PRW C.. a - CO DIT)ONS DEVWTE FROM THED - § FEMALE P MANUFACTURED BY CO CONSTRUCTION PRODUCTS. M 14 D PAN L iE ENA.E & ANE'LMY(E PLUS ANCHORS. AS MANU ACTLN ED EL CO TS E HAA O t - 1 4"e 7AMAC "LN ANCHORS, AS MANUFACTURED BY OEWALT INC AND , l � b R 70 FOR THE SELECTION, PUi1CT10.5E T N H CONTRALTO BE N�5PCN5ffiLE SELF O . AND INSt'ALLA d. NICLUDH G LIFE SAFETY 4F THIS PRODUCT [) BASED ON THIS P E.D PROVIDED HE/SHE DOES NOT OVI ATE FROM THE CONDITIONS DETAILED ON T,NS. DOCUMENT. A., MINIMUM EMBEDMENT OF YAPC^_N ANCHORS INTO POURED CONCRETE SHALL at 13/1% 2' FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE D'OHTRACTOR'S RESPONSIBILITY. 4 3/4" FOR ZAMAC NAUN ANCHORS, (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MNAUD IF MODIFIED A2) CA(.K-N & SOLID -SET ANCHORS SHALL BE EMEMDDEO 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHAH. BE PERMITTER',- 1/4` 1-20 SCREWS USED SHALL BE 1 T/2" LONG MINIMUM SHOULD STUCCO EXIST, (d) SITE SPEOM PROJEGTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHTIM WHICH WILL BECOME THE AND 1 • MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HE DEO SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (£.O;R.) .FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WINO NUT'S. PROPER USE OF THE P.E.O. NEER OF RECORQ, ACTING AS R DELEGATED ENGINEER TO THE RED, ENGINEER, SHALL. SUBMIT m THIS LATTER THE SITE SPECIFIC ORAWWtCS FOR RENEW, ") IN CASE THAT PRECAST SHONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG FTOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PFWFESSONAL. ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT (0) rtr M1q A _gg. 14, SHUTTER MANUFACTURER'S LABEL SHA1a. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4` ! TARPON ANCHORS AS MANUFACTURED BY N. i W 81NLDEk, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING ODOE.. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WRH 5£CnON 17091.3 OF THE - 11 9 % 7Id" CALK -IN ANCHORS, AS. MANUFACTURED BY DEWALT, INC. F1,.ORIOA BUIIOHNG CODE. - 1/4"e X 3/4" SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW; BOLT & SPECIALTY CO. - #I.--10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRRsiDDip�`' IIINNI" - 1/4' A ZAMAC NAUN ANCHORS, AS MANUFACTURED BY DE'WALT. INC. A.... 01I ,,_ 6.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELM1ATES AND Z,AMAG PALM ANCHOR. INTO THE ;v� ��FNS '""`'il FLORA BUILDING CODE Hon High Velocity Nu [Done Zone ILOCN UNIT SHAL BE 1 1/4'. z F I+f( 44 fi7 s .wva It =, Mc F. s 24 GAGE GALVANIZED STORM PANEL THE '/2- L T€ BMINIM UNIT, NCI. AYfL4T y A- ?I- 6Tz ANCHORS 4. e- BE SCREWS 6.2} CALSTUCCO H LL BE SETPERMITTED, AxAI+W� STUCCO SHALL 8E PERMmEd. 1J4' d-20 SCREY,S USED SHhl BE , 1/2' LOPrffi MINIMUM SHWiLD EXIST, 9t �"�4 "._. U D S SHALL AND 11 MINIMUM +YNt WALLS w,M NO S71)Cc6. � , STATE F -� _.. -- ` IXt. i CWI��tI- PROTECTION PRODUCTS, Ur. Qr/p/tR2a t ,s, ,r. 9 N9IHEERINa.. CQNMNY 4�P s,e AT SIM B,3) 1N CASE THAT PRECAST STONE. OR Pi+ECA'iT tOMCREiE PANELS. STUCCO OR WOOD GOAR{OS BE FOUN E" Om MT ? , W�,a1e, � ,.. taWy, A� =14 TT1E MAN STRUCTURE ENMO SLX.7t P At 2O-T7S st '•,. t tqa, I;At M'-, a KW1IE T a-rs,d. PdR #R.^rF.id9a •W)k7 ENCHOG EYALL. ANCHORS SHALL B£ LONG ENOUGH IN .2),M wR- W;.x_L -Wn n aMYI NR NNCHOi#,4E SOLD @E A5 MENTIONED N B.I) AND IN 8.2). 4'i /ONAL d-am"11a ao+,Ts- W..rn. we as r rMrlF Hitt PS SNJN/iIOHHTUfii/OAIE "5 h1Mn11 4 a1ION I,DI, 1FtR it PIE Wa "-ir .:fir r ELF ,n INSTALLATION QUAILS FOR REGULAR PANEL C1 �NTQ POURED CQNCRE' EE OR CQNCREETE BLOCK . RUCTURE,$ '� _ ¢ „-,.- RSHMG ROUREDCINICREtE CONCRETE � OR'CONCRE'TETRWCYCmNDRETE NRFD REOU.r REQUIRED. CONCRETE ANCH M �f.,'` � CONCRETE ANCHORS i,. l (SEE SCHEDULE DN�m i SHEETS 9 THROUG14 10) .-D 2 ; `-::1 (SEE SCHEDULE ON SHEETS 9 THROUGH 10) --L 1) •.=r EXJStNNO P(IURiO ( I ✓ , , , CmNC 4E 6LopL._ _-{ ;) 1 4'•-- - — all" 1/1. IJ2' )11,1« �:/ _--w e, 6 il4• PC i MAX. -..._._.---,..._-.I t 1 '`,.-__.__ ,_-. _..._..._,_... CONCRETE ANCHORS +� / ; .�_ ...._.:.-.__1 H rr- f I ) i i!'+'';+ t E.b I I (SEE SCHEDULE INN -'I I t SHEETS 9 THROUGH t0 t f^' - 1 I ' [ %� .4> �illf. 1 I rr" I J" f f/l$y :, I 1 1 L' I 't/t'y:�i hl ''�•'.'s.c r'.Yt' - 1.+1i' �f 1. i j f %v ,, i /^s p' LE' I E-L r v� y I • ,.. .. (�) --__ I/4Y-II&5' 1 MIT: _. 17- EA Ts.R 1 SERARATON , I tYA I• - RD CLASS, _ T-C}. IL- _- __ i/f f-2ax1' _ . is w u SEPARATDN I Sae rLN tNru. -. m ttf''S. ,' fD4}M oAae Tom`) 1 I- I I E. '�;; t^ „ • '' E%IS)iN.'G-11 (SEE SCHEDULE I 6}7nM (MOT _ i _ 1' MAX. I I N (SEE SCHEDULE - t. _ _ _ - _ )%z,'f2i 1 D1Ax I ON SHEET J) 1 I PANEL LENGTH a: 1 SEE SCHEDLE t N 0H SST 3) I 1 I I I M iMld. SEPARATION •L• 4. L oX. I 1 L _ __ _ _ CONCRETE ANCHORS - -. :...., 1 ON SHEET 3 _._ 1 _ ___ N I _ 9.. 1 .. - -:'�`_ . _ -- (p PANEL LENGTH 1 TD CLASS PANEL LENGTH -'1 SEE SCHEDULE - T [ SEE SCHEDULE iSEE SCHEDULE ON' I.. ( I if I" SHEET 3) f_ ON SHL 3) 6..,_, ON SHEET 3) -.._>, ,a.-__.� SHEETS'91HRQHIH 18, '' 1! 1 i t i.......__-,. I i OF 1' EXLSR � D p i C FJG_`B I I CLA S I . r `� �"_ - ,. ,tr °�r ?`:. ..,I I MAX, 1 W : i #'Y-AOi+• I 5XS% ,;ITS,';"'`,, f'�x,`y.; 1 DF Y" I _ l -! (-) ED. , jd IdAD "o6Ts w eA,rac , '1G�"a %.v., I / MAX. - r, r, ,;.., i. F /F y 1 , ED, t_ "" N E.D ;, i EA ..:1, f:� t .. .,R'7 __ `r i'f >SXiGRfT€ OT�R p f` j 1 O 12 ilr O.C. f __. l.._ - ( £).. t I '=w 1, P a U „ -'F`++. ' "{ s a'xt` NEtI swda�4 HEN, 'T"-T,�w e1xDc ra srnEw 1Rt CONCRETE PA.041D T-'' L i ., I REQUIRED. - j�.,f,� � CONCRETE ANCHORS I _ .._.... ' �9_ __1 H ---a - t -iD'--,-tO-_ 5. ,. IJ42 yr ss. Mx W MIT a Iz tfz" as. / f'- _-._---. _. -.1.._ ....___! � SHEETS 8 THROUGH TO) %• ' I ,i 1 „piLTERHkTE ''i° MIT,'- W/0OKY WHEN SDU9 SEE d: CA.)[-iN r. LE8 LOCATOM i`' J ''': ;s7 AN CONCRETE ARE Usm & Wf WHEN _ E%tSf1N* *CPO ALTERNATE CRNGRETE. ' EXP'iTMHG POURED CONCR£TE I��-3Jdt 4=/ CDNCRETE ANCHORS QR CONcRIFTE BLOCK ARE USED REQUIRED. ANCHORS CONCREE£ BLOCK NEOUIRE6, STAGGERED w/ Sif}LT (SEE SCHEDULE ON (SEE Sd1EDUtE ON SHEETS 9 THROUGH to) SHEETS 9 THROUGH to) BUILD `sSECI NOIP11G SCALE 3/6-1' Y 9SEmtj 2 SCALE 3/8-i" SCALE 3/B�1•. t �fV1n}FA�IF)TQ, � l� CENag. s' FLORIDA BUILDING. CODE Non W h Volocit Hurricane Tone) E.O. - EDGE DISTANCE NDTE FOR CCIMBINATION DF SECTfO)4S; ...,. :" 0. 44167 "'.. - c TIT 71T � sv0` STATE0 -�' °w'D'�` 24 GAGE GALVANIZED STEEL STORM PANEL :. elLf CaINc BALL PROTECTION PRDDUCTS, LLc, -r"'' m/27l2a2o (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE i�� ••. -- �<L" ®R4D �, T1L e r aem s w. s/ 5 eET ? 3't+ SHEETS 9 & 14) COMBtNEp IN ANY WAY TO SUET ANY ,. M 4 "'.-.••••.''Q "r"A:`'M"Wi`I Au..�,.o+re.3sINA. per, ..s7rr t t'a+)MR^ M; ("04 A 2D-•175 LNSTAIIATIDN. ,,/ a 4•.,,.`MOn.,.e,A.+: CA-Poo"Is �a.w — • w'r — W_ a -t Ocom Na^ - MNNN 1 -' WALiEA A IRLR F.. P£. — , = 4 M fe 1NMLLATION DETAILS FOR REGULAR - PANEL INTO WOOL? -""iT'". .11 , ALTERNATE LO 4«%8° [[MMtn.) EA35Ti1H0 Q , - M1 --_ '1 10CATWN BEAM REQUIRES. 5TRUCTUtIAL `' < ) + I ADEDUACY OF EXHSTINIG WOOD f / , II� '`a BEAM TO BE CERTIFIED BY E j REGISTERED ENCRM, DR V - r ._ I H Xj a...., td�n $ ARCHITECT T'IMOR TO SHUTTER '` V;, INSTALLATION. �' �' q i WOOD ANCHORS ALTERNATE Wool ANCHORS �•= 1' AM.."- 14i1' NIX cc r I.tD <� (SEE EDULE ( !4 .i' :-�£O •H••EA-, ':- -.Pw SJ1ttX tEK sCtEw OR. � SCHEDULE ON SEE SCHEDULE ON ) i ` / $NEST it ) P-2,I- t' 7 t f I SS. ", w +/.±�. SHEET 1 ) k / / NiR i N 1 J2• .^'�" • la 1J2" ac: ' I -_j Mo. WOOD HEADER ' f • ( 1l2' ____ ._ _- 'y IN EXN5nNG 1 I .-' ._._.____i 'REQUIRED i _ a'+-]a.I• A.T ..1 +rII Ntass i i'�-+, �� CLA'�S t. \ I Wow ANCHORS - )2> l i Wes♦ ! 1/4' - [SEE SCHEDULE ON I f `:r Is I I MN I i/'�) SHEET 11) 1 }'I L�j.", ,'I I yL, ;,�7 ,; F SCHEDULE j, 1 f 2oxl• I ++ON SHEET 3) -,.d _.. ...,� � W I Min, SEPARATION TO CUSS: I ? k_.,. (SEE SCHEDULE ON SHIFT 3),.. I Tom'+'HK i' MAX _.. , < ;--r -.._ . NeE fl7ff pHfl 1 I. PANEL LENGTH as 1 1 11iMat i-d'f -' -7a FA L .� MAX _ _. ___ _.._...__ .__.. _ SEE SCHEDULE ' '- __`" PANEL LENGTH • , __.�.._._ lI � 'f � .. ik'N+"Dt�48R 7�-e`} (SEE I ,,._.___...T SHEET 3) I 1 (SEE SCHEDULE i:tiST It 1 ON EEL' 3) ALASSy + _-_'._. I a I l.LJ I I OF 1« t-1 + I MAX. '`sf _ L`._.-_J ' I I -- a 12 1/2' O.C. '. L - _____ --L-- - - ____ 1 .= I ` 1 2" I L EO .., NO flNiSKI i j I ,. ! , 49-1at,l• -" xFAC dais .. 1'. ". EO ALLOWED E `4..�"' ` .._.__.___ ___ I ___. t _ - - 1 s 6 t/4' P.a. -�. �-a-- ,2,'X6' W000 2"-r4' W004 PL 1TE _ _ DEC. ZILA ,_ q ..1-- REAL tW0)WRS '-' � REQUIRED -',I _.-. 'OOL7 '"'" I I WGDO ANCHORS _,..___.........,�.,_ '. I (SEE SCHEDULE iki {SEE SCNIEOUL£ 8'N 3J4 --. 1 I�1 SHEET Yi) SHED Df) _ ..yl ...,.--. 2" MAP:__,..-... :..L__- r,EILLNG AND FLOOR MOlOURnM BUILD -OUT MOUNTING ALTERNATIYE N2TERy TEYA E 4W SCALE 3/8s1- t1innlAASCALE 3/6-« �o�TQ114I, AEN Mp 4 HSE •• NDliE55 `a - . ND. 441i37 , _ FLORIDA BUILDING CODE Non Hi h Velocity Hurricarw Iona} 1. INSTALLATION ARE ONLY VALID FOR UAX. LSD. i *" - Tg M ... MOUNTINGS BE ,. ., '': 14 S A002a T61Eo3,. ML S.R. TOP & BORN MOU T DESIGN PRESSURE RATING 5:t AND PAN LEN T+i tl. DES C ESSU LNG EL U S 24 GAGE GALVANIZED STEEL STORM PAN { P ) EL ',TAT saaalN dr. E IN IN ANY WAY TO ',UPI ANY '�'• It i PER N 3 COMBINED AS SCHEDULES 0 CONSTRUCTION; al/87/pO3d INSTALLATION. 2 FOR NEW W000 FRAME CONSTRUGT�N: WOOD IO.c;• F1Q 4Hrr �.,,, '�... �- y ___�GLOBAL PROTECTION PRODUCTS LLC. MEMBERS TO BE :SOUTHERN PINE No 2. W/ SPECIFIC °,r{t / "•------" iiiw 1. , TMTE+ -DENSITY OF D.55 OR EQUAL ANAL 4,e• nwr T€4T1Ne t Tat 5.w. 51 STREET - �,,,, +rsnNnHULMtat MrW11�-+NCO .""taM,`omt,-1TMw" P+NOIr (a6+775fe, FAci ta54)6�-em 20-175 " - -. - N Dw•Odi" 4q sr4,r a44 t smn1,M w, WWWV R¢ P.E_ A+IjSIWU.TURE/aAK MNLTEJT A TADf dr., P.E. N4 SWEET 7 OP It u . 4+T67 to Q) cC � _ (0 (1) � -I-.+ U N O p C Q Cu O .CM C N � N C N C Cu U m M Fn C O O L Q = 'L O , W^ O p � O > .LD Cl) -0 L_ Q) O _ ^L 0 C `^ 19 .V 06 N 1— tJ C) E z w J L. o 01 � W 0 O. - r= S an � V CV .'o m x I C LA_ c FO CO ,r N 'O O 2 LV 10 E Cu Y I E SCC= Cu C C' O :4.-:= I., ._ "t 3 d d .8 u m w C = = .IT Taw coC _ - = E 2 E;� 4,e i `C3 W 2 Q Z Z Q J d . 1�_o na) W �,U) 3 O IL CDL - U 0 O 0- W __ _ _ r I .: � I I II I. 1 It,;l; c:i �,...:�ililllaLrlLl a t!ul; IenL 61N:1 I. ,TILE c:: r,-r-I SHEET NO. SH 1.3 . _ rt 5 N : h' . Y END CLOSURES DETA1 SFOR INSTALLATION IN POURED CONCRETE T I SAFETY& E-Z HANG STORM PANEL 11) SYSTEMS 3 E T 1 OR ,A POURED t#Y91EYE. OONGRfiE 9LSyt%'# 9R -14 VARIES 1 1 ® i Z'XA` WOOD MANE W x 7 x D93' CONT. LUMI 96 i +� ai AEOtMtEO 606T-TaA64O+' COAT. AUJM. fr. 5 fA'AL ' ANTS 1eTN t- o A i 3f ). 4' TAPtO i i2 OF. I, 2 1/2'111, I. I. POU1 MA,. COH BLOCK PC 2'ON�'iWOOODIE R�A1 E - i POURED OO - 1� 4 1/4'. x 7 3/±' TAPCON :.q q o'?;;D"� REDWT6'D CONCRETE 1RDOK 1...- MJCHOR O 12 O.C... 2 1f2" (`ice'(`.`II`v2i,4' ROOD FAME OR� M1n.: ,1>1XlN1p - Y! - ISYf RV/EY '- - x Z . 1 1 4 "- M i Y '•^ 1` ,/4'e ♦ 3 aw PAS ! rr 1 +W al+ )>- T A1K�1ok MI. 1E NEC LDOATIni.- ., 2' . 2` : Du' m �... : O 12' O.0 Vag 2. 1 2' . s• O55' tXi .. ;t't' "- . 11 - a . L 5' W. 97a L [133: ALW. ANGLE OR .yr. p. 1 ." lAaw.. 1 ,g -_ 3'__.-P=rresaw { .DOOR, S1OS-k154SHFEi _ PMJR£p t`tlNGYIatE: OANORE7L _. a 2' X 4' X 1 I 9 : I-. lioc- WT ' ALLAI r6M PLAA ,,,, c, DLOOK di 2'sd' M08D FRASIE' .124'. 310a-Ht4 OR 21f2' ..� T ? I /-� i, flEOU6NF4 1N OGO SM-lALUM: ANGLE ./7,ALLOT � Mi. �, MaA,� ; tl< a _ _._ _ _.I MaR..C.AP I `4' x A' . O)Y a ,m O.C.c. -x1a 3,P3 6E63--te AI.tOe a 1 A w/UACMNU7 Con,. AAAn MYLE CASE A_(PLAN) CASE B (PLAha CASE C (PLAN) CASED PLAN) SCALE 1/4'-1' SCALE 1/4'-.i' SCALE 1/4'- I" SCALE 1/4--l- .,- '-v' -1 SQUD-SET OR WiX-iN OR OLCO PANaAAUE syn 1 �,1 �" -- a (� 1) OR LONC1ffiE IZdXK '- °'TtrP. �tffiT,OM At '� PAROA"m PWS Se'E ;- _ 1`PANEL =,` #:4 DETE me VARIES 1 1 are 2%e WOOL `, SIDES 1 —OPENING i SCHEDULE L7M Si�Ti�- DVFIiIAP BE FF1b„ 2'.4' WOW: FRAME t 5` Nmt'L ti.1 fAAYE tEGAIUtCP tO k t) .. OPENING WIDTH) -- BLOCK OR a L C'MORM RAMS PREOUlRIM ti 1 .1 IL�`�{,ya„ y.I4 � "f•' \ iv,: >:z . 1 &. a , * REQUIRED ie\i><; `- �1 J/ 1 '3J•• MoY VARI�ICS :I 1 � t t QRIA i ' INS W/ NKk10RED EA9Ni & t E` ONL PU( i1AM(23c0i )iD 1. twcR i. # - as DISTANCE I _..L_r..,._ 1 tTMR') 1 -, ____.N._J CASE G 1'PLAN� "��; r-- tt :' t0 (f;, A+A ���L'„��tsAA1t�,,,,AA, ;di,, wix ao�'+!-. '' •, SCALE Tf+`-T` ✓9 VALID Fgt2 DIRECT MOUNT INSTALLATION ONLY & Art r r ac i 4 ,r10EN f •'•.; CERTIFIED PANEL INSTALLATION AT WALLS W/ _= :• No. 44167 ,I1SURFACE LEVEL VARIATIONS "IN 3/r '_ *; * 2 w c FLORIDA BUILDING CODE Non H' h Vol-Ity HUrrtcono Zone S(� E E (P _LAN) CASE F (PLAN} ': I'- OF . a- 4E 4�2p TatlmG, NG E SCALE t/4"-1' SCALE 1/a 1 tDRIO �AyF 24 GAGE GALVANIZED STEEL STORM PANEL .• s F`F�l. .•• ' 01 — IL E C O 1Nc. GLOBAL PROTECTION PRODUCTS, U.C. DA1r� lllll ISr,rMA+',r�Y$,w,V,i) ANTE .�& r14n,NM�iW,A-Ln btY, am,Wm a, STREET Ai.. �' q nt-,W . N • LMO a ."V INIGNEk {9541aN-7617w FX%: 19a4Im-6794 20-175 N„ •",,, oWMM Ha RE 9W f9®WUW.(6R,E WLIEX A nji 4, P.E. RA i1' SHM II OF it 441 7 MAXIMUM A.S.D. DESIGN PRESSURE UJING (1a.s.f.) AND CORRESPONDING MAXIMUM ANCIJOR $PAr.]NG SCHEDULE FAR REGULAR MRM PANEL DI,NSTALWIONS INTO MOOD STRUCTURES (VALID ONLY FOR PANEL TDINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. AS.D. DESIGN PRRATING ESSURE (P.-J.) I SHEETS B & 7 MAXIMUM ANCHORS SPACING FOR E.D.ED fs SHOWN ON - APPLICABLE m TER O A ANY yBNA71DN THEM MAXIMUM PANEL LENGTH IV (it) TAPCOAI LAG SCREW PANELMATE FEMALE W PANELAOtTE PL09 WOOD BRUSHING 13- IV 1Y 13' IY - Iw (TOP) 1 3 13"' i J 1 3 43" 5W BOTTOM:. ( ) 6 1/2- 8 1/2" 6 1/2` 6 1/2' 5 1/2" 2w {mP) - - 8 1 J4' t t 1/2" 6; J4` (90TT.1) 5' _ a' B' 6' B' - Si (80170M) 13' 93` 13' t ' 3 Ir (w ) -43 44 . 3 LESS r3 13" W M 13,IV 1Y 13 a 1f2' 1W CHOP) 53' T3` 13" ,Y 6' iw (WITOM) - - 6 I/4' 12 1/2` 6 lle (8m.) >5O` 4 1/2- e 6 1/2' 1 S 1/2` (TOP) 14'-4' 1 - / ? 4 1 ' /2to 7" - FA 1/2' 9 1/2' lr. ?' f1oP) .17 ,3 ,3" 13' 43• 6 4- W (B81TDM} . • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER IS 6 USED, CORRESPONDING ONLY . TO ALTERNATE 2W ON SHEET MAX, DESIGN DESIGN PRRATING ESSURE (P.6.1:) M 'SIP. FORE.D.- AS SHOWN ON SHEETS 6 A 7 MAXtAW A4tCF10R5 ACING E APPLICABLE TO TERmA & MN OF THEM MAXIMUM PANEL LE t: (It-) TAPOON LAG SCREW PPANEUM TE PA71L A4E : WOOD BUSHING 13, iIrIV 13' IW (TOP) 13' �T13' i3" 5 13` 8" ( ) 1 6 /2 t ' 6 /2 6 1. 2" 1 6 1 I2 6 1 2' / W 0Dpi - - 6 t/4" 12 9f2" 0 1/4` 2w {MfiT."} 5' 0. _ Ir 7 1/2- a' a° (Top) OR IEEE 71/2* J2 b' 8• a- -......_�_ _(L irom ) 1 3 T3' i '� 3 13` 13' N (TOP) >+45 -45 TO +7S, -75 1 3 IJ' lY _ (BCf`80tI. 4W , _- ) 13' IV 13, 13, to, ITS tIDR, 1Y 13' tY is,6 '/4` /p��.� 1W (BOTTOM) a I/Y 6 1/2- 8 1/2' 6 1/2` 6 1/2" (TOP) _ - - a Ile I 2 1 Y I 6 Ile ! 2w CBOT( >5-0* ,to 4 1/2• 5` 7 1/2` 7 1/2" - m fmA) 7'-5'' 5` 1 2' 5 / g" 9' - 3W (BOUTOM ) IV 12^ 11' 13' 5 I/r w (TOP) Ir-4 Y 13" 13' 1 1S to' 4W(BORL'M) I LOADS & PANEL LENGTHS SPAT:. IS SEE TABLE 1 FOR MAX. AS:O. DESIGN #TAX, WHEN ER USED, CORRESPONDING ONLY TO ALTERNATE 2K" ON SHEET 6 11A A.S.D. OESK+TI LOAD M001 M PANEL. LENGTH 40 PSF OR LESS 6'-9 > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5"-10' a MAX. PANEL LENGTHS AREDONPANEL MATEPLUS L I �TIONS PANEL ANCHORS & W/ B S LfiiIBlW ,4 1/2' O.C. (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6" ON SHEETS 4 & 5) MAX, A.S.D. DESIGN PRESSURE RATING (P.R.f.) : - MAXAKIM ANCHORS SPACING FOR MN E D. PER SCHEDULE BELOW m &TO MAXIMUM III LENGrN .rl {rt.) MAX, AS,O, DESIGN PRESSURE RATING (P.e.T,) MQWAUM ANCHORS SPADING FOR ON E0, PER SCHEDULE BELOW SIR APPUCAd.E & �, MAXIMUM PANEL LENGTH ,L. (n•) TARICON SOLIO-SET PAN m PANEI ANTE PLUS 2WA4C_NAUN CALK -IN TAPCON SOW -SET FEMALE FEMALE ID ID PIJi PLUS ZAMAC-NNIN CALK -IN t0 7000NCRETE :. to ro : TG a 70 m CbIKro91E1E mt IETE otlN E.TE or TE�E+1 t45. -+5 LESS 1Y 1}` lY l3' 13` 1S T71' 1J' 73` 1 13' tY #3" t (TOP) 5'-6' � t� t _. so,-m t7` 13' t7- 13' 13" T3' tY 13" 1Y 13' 1Y 11 1 f2 j OP - (top) 5'-G OR =5 i3' 13' 1J' 1]'. 13" 13' td' 1S' 73' 13' lY ,Y 1 (BOTTOM) 17^.. ,3' 13" 13, 13, 13" Ir IY IV tY tV 71 1/2 T (BOTTOM). iJ 1J' IV tY IV - 13- - 7Y 1J' -Ir 13' DY is, 2 crop) 13, IV 13' IV IV 13` 13• 13" IV TV IV 11 Ill 3 trap) 15' 13' 13' 13' lY i 3 tY t}' 13` IS" 5Y 33` 2 �PTOM { ) 1S' 13' t' 3 i' } t Y 13' f Y t' _ 3 t3` i3° 13 ,t 1 2 / 2 _SOTTO f � 1 3' T3' 13` 1 ' 3 13" 1 Y tY 1S' : 13` t3' ,' 3 iJ 3 {TOP) 13' 1 3 t ' 3 13' : t ' J 1 ' 3 13' 13' Ir " 3 13' 13 11 1 /2. 3 (lap) 12iJ 12 lfz"g 1/ +' a , ` J t2 1 2` I 72 :2 11 _ - 6 Ile / 6 1 I 3 tBL111oM) - - I / I "6 % 'T2t r 2'2t 1 2 - et 4'. I a i+`} �..,.�.{ fDaFf%MA).. 8` 6' i B' a' it 8' 6". B' 8" 8' b 1/2' 4 (TOP) W 5 1/2' 8' b' 8' 6 1/2' e 7 1/2' a' 67 IV 5- 4: Crop) $_� - 9• B' e' - 6' _ e' - {fl6TTOM) a` �_ a` - e' - g• _ -13" g. - e•... - i (86110Mj .. 13 ' ._ t ' 3 ii * J _- tY ,r IS' it is" IV TV 13` tJ` 5 t1aP) 13' 13' tY 13' 13° Ir TY - Ir i3` .a.e.. 2_ __..-...' 1.1 1/2 _e.m._ a crop). 13' t3` 13' f3^ T3' 1Y ..-._--.._. T3' 1J' 13` : iS' 13` Y3` 8 (E�TNM) 13" _. 73' 13' #J' iJ'.. ,3'.. 13` t3` 13` 13' 13" 71 If (BOTTOM) t3• 13' t3` 13" 13' t3' TS' 13" tY f3' 13" 11/ 6 (TOP) 13` fY tJ' tY t3' IV _J 1' 3 13' lY 1-' 3 i7' 1 1 /2 6 OOP) .. - B 1/4' b 1I4' 6 1OR 4' $ 1/4" -- -.., - - - 6 1/+' $ If+` 6 (BOTT,•*), - - 6 1/4' 6 i/1 6 1 4' a 1j4` '- - - -- 6 1J4" 6 If B {BOTT. ) i3 ' 5 ` 13 10 1 /2 1Y r ' ' ,3 7' 7 2 11 5 1 /? ,3" 4 1/2 t (TOP) ) >5'-6" 'f0 I4.",4" 13' - 8" IV IV 93": B 5f2":. IY a 1/2- 9 112` a I,Wki/r 5 1/211 (TOP) >5'-a• 7D W-6' 13' Y 13' 13` 13' 9 If2 7Y 9 t/$ 10 1f2 7 1/2 13" li 1 (BOTTOM) IY : 7 1/Y 13' 13` 17' 10' IV To" tl' H' a 1/2" 1 (BORON). -TV 5' T3'. io 1 IV 7' IV- 7, 7 tf?.:.$ 7/2 1Y 4: t/2" 2 V-) 13` 6" 13` IV IV M13` a 1/2`: 1Y B 1/2' 9 1/2' 6 t/2'5 lf2' 2 (TOP} 13 ' 7 3, ,3 tJ " 9 1/2 t3 ' 9 /2 1f. 10 1 2 / 7 # 2 / 1..' 3 6 T 2- f 2 WON) f ) 13, 7 Y Y. f aJ' T3` ,0" :, 13' 10" If' 8' `a Ilr 2 (BOTTOM) 13' r 13, _iY 13` 13" 9 112 IV 9 1/2 10 1/2 7 1/2 IV 6 1/2- 3 {10P) IY 7 IJY IV 13` 13' Ia- 1S w I#" a" a i/2` S (IOP) - - 12 1/2 12 r/_:.6 Ile 6 1/4' 12 1/2" 6 i/4'. - -. - 6 Ile I Ile 3 (BOTTOM) - - 12 1/2'12 1/2' 6 Ile 6 Ile I II 1/2 12 1/2 - - a 1/4' 3 (BOTTOM) 7` Y a'- 6 1/2` 7' 311Y 6` 4" 4 1/2"- V S i/2" Y 4 (TOM) 7 if2" 3- e' 6' 7' +" Cl' 4" 4 1/2' 3 112' 3' 4 (TOP) - g' - 9` - B' - S' - 3 1/2' - 7 1/2" _- 4 (BOTTOM) e' - r _- e` - - 6' - 5 1/2 - - 4 (BOTTOM) ,3' 7' 13' 13' tY 9 1/2' 13' 9 1/2' O 1/2 7 1/2' IS` a' 5 (TOP) 13, a 112` 13- 13, t3`..-_ 10, 13" to" I1` W 1Y 6 1/2' 5 (TOP) 13` 13" 9 1/2' IV 9 t/2" 10 Ile 7 1/2' IV 6 1/2* 5 (90110M) 1J" B wr IV 13, 13' lo- A3" Ia' 71' a* 13°. 6 Ile S {BOTTOM) . IS' S' Y3 " 90 t 2 / 73' 7' I S 7"- 7 1 2` / S 1r2` 7Y 4 1/2" 6 (TOP) 1J' 6" : T3" 13' 1J' a tf2": !3' 8 if2' 9 lf2' 6 1J2` 13^.:8 1/2' 4.( ) - - 8 1/4' 6 1/4` 6 1/4` 6 1/4' -. - - - 6 Ile 6 1/4' 8 (Bor.-) - - a iJ4" 8 tli' 8 Tl4' 6 IJ+` - - - - 6 1 4' 6 1/e d «)_ sm SLEET II'FOR AIN04M TYPE & SPACING MR 0WA1LA110N5 +INTO MOO MINE EIAFDIRM • WAINNI ANCHOR SPACINGS AND MO MUM EDGE DISTANCE ARE MrkTED ON TH5 SC INDULE FOR E.D. LESS THAN A.M KIKIED 04 SCHEDULE REDUCE ANCHOR SPACING W WJLRPLY44 SPACING SHOWN ON SGFEOLUE 9F lit FOLLOW" FACTORS. FOR 1" OPERATION TO 8E PC55@YE. REDUCED) SPACING 4FrMNEQUSING FACTOR V*U. Not WE LESS IN",AMR414 SPACING I0000E1t FOR L40H ANCHOR TYPE 1/4h LJe. Flee I/4`a Ile. i/e* AID HYPE TAP" 59�-9iF "y MINCLAIIIE ZNAc_WAUN GMX_ g96M1Im AND*" NC DL.1 7 3 :. -3RGRA A 1 ,fr 2 T/a Le1Y1UM, {9w) 3 3 I/r 3" 3 s 1,12' -a 114tAAK'E1EA) - Baot - If sift J 1fr 3 1/8 3 ,/r 4 ACTUAL IDQ GA4B1110E FACTOR. ___ 1 I.-. _ O,SS -. _ _. _.� .�.� _�.._ 7 ,tr 9.sr. 4SP _ n n _ GAa a76 t,m _ -• OAS �' SPACINGS ONLY VALID WHEN SPACER B i5 LIE@: SEE 781.E #1 FOR MN(. AS.D. DESIGN LOADS & MAX. PANEL WHEN SPACER 4) IS USED. . )ABLE f1 a AS D, DOM LOAD AWOMUM PANEL LENGTH 40 PSF OR LESS 5'-6` > 40 PSF TO 50 PSF W-2' > 50 PSF TO GO PSF 5r-10^ A MAX. PANEL LENGTHS ARE ON§ VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & Wf SPACER AT 12 1/2" O.C. ...._„,ANCHORS (SCE SECTIONS A ALTERNATIVES ON $HEM 13, 14,. 15 aI6p--__.__.__.._—.---___.T._.__..,. D•III•, I 3` MAX, R-1A/13, R-2A/13, R-3A/14, R-10/13. R-2B/13. R-30/14, 3' MAX. 1` I. DON. ; *- MR#. -r R-IAW/15, R-2AW/15. R^3AW/16, R-LBW/1',S. R-ZBW/15, R-3BW/16. T- ! ;. `--- ._._ _ _---- ----- _-_____ _____..____._.,__: {I _ --�...,,ry i r�-�--� - - _ -- 4'- ----,---T- t �� 1 11 I i ! { i.'. i { 1 I I i `I i ` I- I i`' ii i ! � k � I -' � 1 1 1 Lf2 r .. ,- i'.. }' I 1•. 1/4`C-20X1"'5.5 BELTS 114 1 1 i -E- i MAX, %., ,I /-� I {USE FOR PANEL LENGTH I I �., PANEL LENGTH, }} 1 4 g' +t40,0 -400. .r.0 STORM AN -6' O R P a REGULAR SI' M P. F1 REGULAR STORM MIDI I P. U 1 i w Mti} P LENGTH BOLT) I l' _ _ _ ( I QYERIAP PANEL I '-R- - - - - -s--- •'1 I ,. ,. r IIfE SAFETY STORM PANEL. I 7'--8' O +BOA, ELL P.I.T. r R< M PANEL Bat.. I i I tMFLAP W L!D#RH r I (W/O I € � 1 ! I I . } A , 12'-8' SNN. PANEL LENGTH I I i 4`- Xi` �.. .. ___ ____ -. r 20 " '. , _ _ __ y 1i . _ _ _ T.. _ _._. _,--- ;_ AT ALL MIXRTIIEGS Ic 'I 3fI T EA A OVER1.Ah -`F.. - _ _ _ - _, g- ._t� __ _._. a - ._ - T- IIE _`1 " i { L12 Pr - ; , :.. I{ ..4 �A�y._ r-. r -1 [_`,.____,,______ - __S"" r ) , ' __.. ?) NOTCHES AT STUD _ l ! i ' I- = IiCN 4 UFE SAFL'TY`. `{-.,N 1-. ( I AM L HOTTOM P E CORN 0• 1 k ERs I a , D.M., '�[_�I). _.u___ _ __. move uP� _� ____ __ or® wN0 NUT AT Rt^�F94 WING NUT AT • } MAX. LEFT PANEL RIGHT PANEL 3 MRRK t INSTALLATIONS ONLY VALK) FOR WIND LOIR-iBW/15 L10-R-1AW/15. 7 - .. - i' MN. SPEED UP 1 O M.p.h. 1 MIN, R to/t3. R-2Aj13, R 3A/1b R-iB/t3, R 2B/!3, R 3H/t4 4 P : R-2AW/15. R-3AW/16. R-28W/15 R 3BW/16 _--.-.._.—.__.....__..,_,., -.._ _--._-_.....__.._.ANCHORS (SEE SECTIONS A ALTERNATIVES :ON SHEETS 13, 14, 15 &IS)-._ _-,...----.__ .--..,..___.._ _ _.._.._,_._ _ I 1/4 MA%. GAP LIFE SAFETY STORM PANEL 1 ELEVATION (f ) SCALE 1/4--1' AR $ I"- STORM 2-1 w STORREGUM ., .... , STORM PANEL (RAIL CA4116"N r1 W1101P VALLEY) STOiBA PANEL I __a'� AI4HiTHMA,gb s -I - _ - - - - --- - -s R -- ' ---_- - - - f , - . 1 ,F f67 IS LIFE 5AFL'rY 9=ANEL : Tk- FLORIDA BUILDING CODE Ren High Velocity NUrrieone Zone " EMBIN i ,riO, AZ Q` �� 92ala 11LiCC0, N4 F.P. -yrc�, Oq{pA t. t,- 24 GAGE GICVAN2ED STEEL STORM PANEL DRAW �., 2 N !IL E C CiENc: GLOBAL PROTECTION PRODUCTS, U.C. °"/ S„T�ON A -A 46m S.W. Si SRMFT SCALE 1/4`-T" S IJ •'C- _ e. Wei amr W%HMw 6RooII, % oN� Ft. 3u1. 20•-175 J vw.4,IN) ss+-,m.tm.. Pn%n,_im, PHOE,(104ISM-764e, FAX. had -amr +--.T mN•.I.,,.,.." CA-WO6719 NI : CNrD1RAA No: Ani. ,,,edwr. RN PE SE4C/9afi111A£fOATE eN3ER A WAIT � P.E nb 1T'}Y IDff[1 Ia OF to (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX A.S.D. DESIGN PRESSURE RATING EP.N.o.j MONUM A*NORS SPACING FOR MIN E.D, PER SCHEDULE BELOW AP LIGMRE + & Am TIOFL iNEM MAXIMUM PANEL IETFCIH `L7 (n,) MAX. A.S.D. DESIGN PRESSURE PAT)tt12 (Px.r.) MAIMUM ANCHORS SPACING FOR: MIN ED, PER SCHEDULE BELOW "APPLICABLE P�ixgN 4ENGDi �" {R.) TAi''CON SOI.W-9Ei PANELLMTE I PANt1MATE PLUS - 2AMAD•'NULN CAUL - M TAPCON SOLID-.SEi PANEJIMTE iEIIALE la P ANELYA PLUS TE ZAW1C - IU41.IN t14IS--IN & pa,m E aQNOrTO .. W AYE` DO,/m1PF,9: mi@ i0 _ mM1ACtE ORI Lit. a HEM! OP 11teM >+65, ^-0 +75. -7J ,3` 13" 13' tS' i3' 13` IY 13` 10' 1 SOR LESS . >+75, -75 +1la--lice 13" 5''t0 1/2 t3' 6 tl2" 1}' fi 1/ 2 7 1/2 1 5 /2 IS' 4 t JY t13` (TOP) SOR LESS lY t3' 13' 13 iY /3" i3' 12 73 14' 1 (BQTNM) 13' 8 t/2' ib' IY 17` B' 11' 8" 1V' 7 1JY IV 6' , (BOTTOM) 13'. I 13, IS" 13" IS' 13^ 14, 12" 1Y to' 2 (TOP) 13` 5' IV 10 1I2` IY 8 112' 13" 6 iJ2°: i 11r 5 112' 1S' 4 I/Y 2 MP) 1Y t ]`7 f3' 11 13' !3' 1Y 13' t " 2 tY 1D 130TTOM ) i ' 3 7' i3' 13• tY i /2 13 ➢, /2/2 1 7 4 Y / 758 IV 6 1 12 2BOT70M2 ( ) tY I12 TS' 13' 1S".S. r " t3• tY 13"0 3 L1�) 13`7' 13, iS• t 3` 9 t ?' / 13 ^ 9 / 1' 10 /Y 7 1 2" / 1 3 S &(TOP) 1/2. 6 1Ja' 6 lle 12 1/2.12 1/2' 6 1/4' 8 tf4' (BriTmM) - 1213, 2 1/2 a f/4. 8 1/4' 12 [f2` 8 tJ4`.. - 6 1/4' 6 1J4' 3 (BOTTOM`) 6` 5" r 8- a` 6•. -. 6' 6 112, 7` S' a' 4 1/2" 4: (TOP) Y S 6' 5 1/2• Y 3 llr a- 4• 4 1/2- Y 6 7f3' 2 1/?' 4 (TOP) BT.; 'r 8' B" 8' B' - 6" - (PoTTOAI) 0. - 4 1/2, - a' - 8" - 5 1/2' - 7' - - (BOTTOM) 13* 't" ......... tY : iS^ TJ" IS' IS 1&" tY 13" Iv S TTOp) IV a IIY is" Ir 13` 9' 13" _1. to' 7 1/2' 13" r' 5 (TOP). tS' it' t3` r3" t3`- 13•. 13' -'-i--3' 13" --12^ 17'... /0" (eDnOMJ 1Y 7' 13` t3' 13' 9 1J2` 13" 9 1/2'-1O tJ2' t 1/2" t3' r 5 (BOTTOM) i i ' 3" tY t3' 7Y 1 ' 3 lO' 8 11` 5' IV S O 1 %2 1 3 ' 6 T -^ f2 tY 1`- 6 2 / 71 /2 fi t J2 1 3 4 1 f 2 GOP) OP _ �- - - B 1 4` _ 5 Ile 6�i 4'.8 1J4'. -• -- - - S Ile G 1/4' 9. •") - - 6 Ile 6 1/+' $ 1/4" 4 tf4` B 1fA^ 6 } 4' - - 8 i/4' 6 1/4' 8 (%OTT.""'}. t3' : T 1J2' Y3, 13" 13' 10' " t3' -€O' tit'.. it tY -4 1/2' 1 MP) >5,-V TO 8.'O. IV V /3' .. D 1/2'` 13" 1 13' 6 a '2' 7 1 '5 1f2- t3" 4 1f 1 (TOP) "•-r TO 7•-a• 13' !-IT IV 13' IV 10 1/21 IV 10 1/2 11 lf2" 8` IV r 1 (BOTiOMj 13, 6 T/r IS' tY tY r 137 9` to' 7 1/2' 13' S. , (BOTTOM) is, T -1/2' IV 13, 13' tO' 13` 1O° 11` 6" 1Y a v2* 2 (TOP) tY 5" IV 10 I/2 13- 6 1/2` _ 13` 6 1J2' 7 1/2' i 1/2' __!Al_.! 1/Y 2 (TOP) Ir 7 1/2• Ir TV 13' TO I/2' 13' tO 1/2'11 1/Y a' 13' 7- 2 (BOTTOM) !Y 7' Ir ,7' 13' * 9 I. 13` 9 IiY 10 1/2' '7 I/Y IV 6 1/2' 2 (BOTTOM) 13` 7 1/2' ,3` 13` 13' 10 1/21 13' 10 1/2"11 iJ2' B' 13" r 3 (TOP) IV 7' 1 IV IV 1r 9 t/2' 13" j9 1/2' 10 1/2. 7 if?' IV 6- 3.(ig1'j 2 117',12 1/2 6 i/4' 8 Ile 12 I/2' 6 1/4' - S Ile 8 1/S' 3 (BOTTOM). - - 12 1/2 2 1f2- 6 t/e 6 1/4' 12 Il_.6 t/e - 6 Ile 6 1/4' 3 (BOTTOM) 7 tJ2` 3 if2'. 8• 6' 7 lf2' 4' 8" 4-ff2" 6" 3 i/2* 7' 3` # W) i`. V B' 5 1/2" 7' 3 1Ir a- 4." 4 1/2-. 3' 6 1/2' 2 1/r (T 9' a^ a' a• 6" g" 4 (BOTTOM) S- - - a1/2- - a' 6• 5 1/9' 7' 4 (BOTTOM) 13` 7 1/2' 1Y 1Y 73' O 172 13• 18 1/3 11 1/2 r 13, 7' B () ID" 8 t/2` 13" 13` 13, 9- 1Q" 7 t/2' 13' 8' 5 (TOP) 13' 7 1fY T3" 13' 13' 10 1/3.. 73" 101.2 1 i/2' 8" 13" 7` 5 (BOTTOM)' 13" 7'.- 13 13' 1Y :9 1/Y 10 1/ 13- 7 I/21 13' #3'13'fO tl2 i3' 10.1/2'il 1f: B` 73 7' B tTOP) IY 5' 13' m 13 8 i/2 % lf2 a 1J2 ` 4 61/4• 5 1 ♦' 8 , 4' 6 1 4- - - - � 6 1/4-16 114' S (BOTT.-) - - -6 1/4' B 1/4` - - - - 6 tfd' a iJ4` a {BOTf*" SEE SHFU it FOR MICHOR3 rrK ♦ SPACING FOR INSTALLATIONS Mo WOW I"& BUaD9lQ8. • 4.4o" MOW SPADNOS MAI MMIAAI EWE DISTANCE AGE INDICATES OH I" SCHEDULE MR ED LESS THAN INCHA EO ON SCHEC LE REDUCE ANCNOR SPACING gY MULT97.YM 1040#4 SHOW ON SCHEDULE Sr THE rOWORM) FACIGNS MR T!" OPERATION/ TO BE POSSIBLE REDUCED 504CIAG OeIRM D. LISM, AACTOR "SHALL NOT 1E LA'S THAN MI "m SPACING NDIG M FOR EACH ANCHOR TYPE ON THIS 5CNWULC 1/4S 1/4'A 1/4'. I/-. T/4'N T/e. AfIfYNOA T11°E __.j.7 x18-6E1 P � ZWA,*AN eux-w MNBARR mom gPAaw (h.) 1. 3 s 3 z tfr a tin : ANaIERI n" { 3... a ,a- r 3 a 11r 3 wriANa".1 v: 3 , 1/2 3 1/r A ACRJM. EBiGE gISBMYZ...0,) FAT:TOR 1 Tpt'. _ -_- "6 - _ _ di -.' - -- o_w __ , a.ao ___1_ ___ ,__ _ a9R ..._ a,7A , m ...-,--_ - d a.w �_... _.-,1j.,._.. _..,_.._._. 3 , .. ,....-.. 1.49 1 m 1I9 t.GI SPACINGS ONLY VAUD WHEN SPACER IS lI5ED SEE Tr;BLE t'T FOR MN(. AS,Q C}ES1GN CDADS & MAX, PPd1E1 WHE7i SPACER I t6 US€D. TABLE 41 A A.&D. OEM LOAD PANEL 40 PSF OR LESS a'-B' > 40 PSF TO -50 PSF W-2' > 50 PSF TO 60 PSF.. , .. - 5•-101..... A MAX- PANEL LENGT14S ARE Y VAUD FOR INSTALLATIONS SOLID SET ANCHORS A WI SPACER AT 12 1/2- 4.C, INSIAWADON DETAILS FOR LIFE SAFETY P N(L EL X INTO POURED CONCRETE QR CONCRETE MCK STRUCTURES 1/4•0 TAPC�-_ • IXYSNNG POURED 1/4"e TAPCON_.-g�1L51TIIG POURED 1/4"e 7AI:OT._. 15TN0 POURED 1/4`0 TAPODN. E 'SFNo Fbt>RED ANCHOR IJ 9' 0.. CONCRETE OR ANCHOR O 9' OC . I CaPdGYtETE DR ANCHOR Q 9' 0 C CONCRETE DR ANCHOR H 9 OC. CGNCREf£ SIR _vCONCRETE BLOCK ! ' CONCRETE BLOCK �/ CONCRETE BLOCK CONCRETE BLOCK REOUtRED. TECUIRM y.. R-OUiRED. 'f` /. , REQUIRED. _1 � ...:Ili.. ill• '1/4' i : t/2" 'Ile i 1/:1 ,I/4, � #fY '.1/4` lr E6e rr� 1 ED,• I E',I r%�l�. I E.O.• t I ( I i r t :- `r- �' I I if' .t-�%irf 1 t j r.'.'.,1 /, T " _(�j) a r` 1 1' Dan. r ✓! ADO. q I 9 I ii p 1 1 R'-5EPARATKN W/�R-�SEPARATION� B i/4'e-2141' j i 1/4'IW2Tk!' r 1 i 4h+2oA1' EXi57 TO GLASS. 5f4h-.2Ltat' s�y�9 ro GUU*S. KSntIDI M 0.11 GtA55:: ._. 6d.15 N E%15'nFl1 -; T._. R R TS w OLAi$ IL_ _ _" �- '`%MAC 15 W ULSS a` .._ -_ yJ`_ :..._ .<�..:_. ATB IW4x. I- 1 �II ! GLASS B.::._. _ SA. -,,€ 1_:.: EUE tGR P.raL r 11 I 1( I Q9i Y e } 1 4 II , I LEWH no 7-40 % r IS . _. -I'--- _.. ___. / 1 s. II . __._ ,_.._a _ I Y j 9 I 7 1' MAX Mm. 1' MAX. II 1" h. ## W.X. 9 I 1 8 I r__ _____ -. % !PANEL I.AYCT1r _ ___...: ____.j,", P PANEL LENGTH PAN N4 r PANEL LENGTH 6 S EL LENGTH Y A 1 . _.. ,, .... 5 ELEVATION _. A17 -. SEE ELEVATION (SEE % H _.-..... .,. ,-- ,- SEE #.LEV ON 1 ET.EY N .._�,,._.....-_. . ,...W ( EE ELLVhit(y ( II j� f{s 1� i• Min. I " 17N SHEET Ta) % 1 -___1 ON Si1EEi 12) 1 t' Mtn. 1 I: ON SHEET i2) It ON .Hl, { lz} __ _._i it--SEPARATS, I 0 �.._. D�TO PAYHO r U N mG1ns: i n a_.__ �_ 1 _- N I 6 11 1 { `: I 1 I lr. ,"' r tf r'' r 1 r 2 r' .. � r 2 l 1 l . LI ,� r 1 L✓ f. i F 1 j f / r !� l f r 5 Fr t: •r• S I 1 : 6` r�sf., - 1 '' f �1 r tree -01 SY f. f . d r s �6. �,, I I- 0. �' , 1 € E.G. r � I E.a r r f: _ I r tr f ' : },. i• r. ,. i r 'I en r ri 1Ir .%"1 1/r t7D t ...E ' i. L.f° '� a r� r 1 3/4 _.,_ __3- _..7 i I , _ L I EO 1 + R L�As�' � E01 t �=tl 4' M.S. m119 NAj3 0 12 W f fit ~~ ji1 t: .aif2 GA. .,2,(ffg11 OC. 1. 31#'P TAPCON :..�1/4'R TAPCON ..__1/4`s TMCON ram. _1/4'6 TMCON ANCHOR 0 9" O.C. ANCHOR O 9' O.C. ANCHOR O 9' O.C, ANCHOR O 9' O.C. r EYISTNO POURED Cow"A TE OR y EXISTING POURED CONCRETE DR �,tltlS711V(1 POUR€O CONCRETE OR f)1TSTR,tO POURED CONCRETE OR "CONCRETE BLACK REOUIRED, �'�T,°ONC" BLOCK REQUIRED: LC`ONORCTI BLOCK REQUIRED, ""'CONCRETE BLOCK REOUIRED, SECTION R-1A O R •R FAIN c o IIbt�Gd9PA ELS O LC- NEL WALL. ►141l1t NGS WALL MOUNTINGS SCdu.E 3/6-1" ,A1IINIHIN„t SCALE 3/8-1, L'IW� A. TINT.%, SEE 1EE}S IS & i6 FOR AMDf1aR TIRE 1J4-N - VIPCO, - LIATIONIS TYPE*DG & 8P FOR NSTNL+TrONb HMO BU WOOD FRANC OR SPA MI11MUtd ANCHOR SPA[:IfI.+ ANC. MINIMUM TW/NLM., ANCHOR iMMG1'W 00 3 .,�,,1e3� LYnu41+TMJ e3,4I I-1 ,fN,4ptR got p1j 3 EDGE DTANCE ARE NDCATFD DN TN5 SCNFDIAL FOR LO. L65 Trill➢ S�IG,YD ON SCHEDULE RMUM ANCHOR SPACING 3 BY MUtD1'Lr9A0 9PA4%NG StIDi1T7 ON SCHEDULE BY THE 4T7LLOVMNG TA m0NL" eDnfr. HCE BB9YIIE 4EBJ RX079R I , _�_ __ T Wn _ _.._ FOR THIS OPERATOR TO BE PCISRBLE, REDUCED SPACING OBTAINED USING FACTOR'. 3FW1 MDT BE 1� TNA4 2 I/r 0:61 _-- ___ _-_-090.„,._..- MINIMUM SPACING O INS SCD IAA: EACH ANCtOR HYPE ON Ti9& SL;HEOLLE.,____,____­r_,____ 31• - -4-A a) Q) . = C/) N _ M (1) '1--A U _0 (3) L_ Q- 0 O C .� Cu U -0 N 0- � N 0 U O -a = 0 I✓ 0- Q = O a) M 0 0 i=A Cu I,- 0 M > C� .— '^ VJ V L O L - .0 M .= //N/•� VJ CV " O IN CIO CV I. C3 V a C E. M. 4j P J4- 6" a- m A. Q 2 qR., M u 12 41 GO m -0 ti = io v y V "y U^ 7q N QA C Ir cc CS C1 - O EIY PANE INSIALLAII9N DETAILS FOIE U SAFETY PANEL n INEALLATION DETA U E R LIFT= SAFETY PANEL � 0 F INTO POURED CONCRETEOR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STRUCTU}�ES I/e# TAPCOK... �x HG POURED i/4'r TMCCNI_.._-_.�,. _. rSnNd POURED ,-_ ,.: m � . `` •� M1 _ .. ANCHOR a a' OC, _ '_.:_= on ANCHOR 4 9" OG , r CONCRL'7E OR rI WQO6 WEARER �....... tl' OD HFAI7ER -. �' "-., W 0 WPMEft - I WOW HEADER � _W 11 _ >• CONCRETE BLOCK rra ' CONCRETE BLOCK . r ,� , ____ "•RLouNEO f .�w 1 ._ AUNTED .° .sc;� �'' _.76EOLNR€D REq 1-"pCDDOLNRED ER HEDGER REQUIRED. RED. I 4,. `•" I ',, it 1�. Cn -�0 4 I r 4•/ TAPCDN r t/4'9 TAPCON 1j i 4'll TAPCON , ,I. i 4^R TAPCON ,+_" lii - '� !' -- -- �;. J r11 % .Ir 11' CHOR O 9' O.O ,1 `•i - • i . A-NCr+aR o &' a.C- �. � ,I i �(. ANCHOR !1 9' D.c. T^-_ I L, oR o a` o.C. r r i, t t 4'a o sN O.c. I f t 4 a T N O.C. ^^,, r -) 2. �L. 12. 1!� �� / / i i i If i11 /Il W .. f 3 sj i x t�2. 14, - 1/2' r 4' 1?` 1 4. ""47 a) ED,• ±y V ED.• I r• /'I? MAX fl`` 1/4' f' I }/ ---- i; if2^ '14' ,f �' i12" 11/4. - _ -I ��J y i ll , v ,f' r I 2 1 r 2 r 2 2`` , / IfLy - ...f.1,f. / 1 'E%,,, I - ; Mu,. tl i f ARn. (. I ' Lrm. If I Ae�' I NON j 2t I----..p'S^• i /'� �✓" /!r,''f � � ' , ( i ',✓ ; I 1 I - j -;. M r. ;. U) i' I ! / I_+__0 1 1 j N I 1 Y 1- Min, I r _ I 1 1 I 1 ' %�- ; [ .r t ti . N i R"-SEPARATION I 1 i I � 1 -. 1 g I :; I I • I 6 1 ,/4'.-2a,- Y 10 c1A45. .. ,f••r.im+• n 1 1 1 R r i R v EXISRAfO,g t ..- E.9, ON.1A W 2. .._.. ;� _ -sh 19oUS M, 9 1 N I IH'4- .1' N j 1 N I 1/4'+w-21an` R j -; 7 1 `, ;. 1 iT > WRAP 11 I R-:,.. ....: - ...... r T�-_ $.9. SCUTS N,ry3 1 #�//A'4_2U"t' N. "-1.... -3s. BFAIS w 11 S:J N Y I I ?fdh-]4X1^ R- 1 -. a"y-,' Al EA aVrc,'T' + EItS.,.. II .} fs 601J3w ! R -'to-_ �/s!*(;.,7_ .: At[wt 6 1 / B _,#-..iBOt 9� y OIA55 L ,_ L ... AA fIL ii -'',A >"`. `"T "' AT EA R I ! I AT EA I 6 I NE..B .. Sw 9WI M _._ . '''..:• r - A, G { qE I ILTLFN 0.ER r41 - Exi6T NJ I I t9LYSTICfS-N :: 1 Ss, ipLts W i. p 11b-.8 EX15'R a t A`Aw-sm,r L ,�Pj� B I {. __ GI.LSS Y ,• 1" _ -I OIASS rL. - .-..__ ...,.X__._ AT 9L E%ISIItIG,_,A. ,` { G1ASTi am __ -__ =--- {1#1E lot NINE FJ11SnI, 1 -. - GLASS % 'T"' I( -_ 1 OL4IAlP' O Y P. _- - 1 = . 6 / r Y" MAX. tr- --- . _. -1-- ohM T-6') DiASS k - -7-'-_.-._.__ B I UNRI1 aim 7-n I au55 1. _._... y _ 1 a --"=-"5f` - ,r -F- = EXiS7N>S•'tl r PANEL LENGTH S£ O7H ga- - _-. _; .._. 8' PArffi 1.ENC1n jj r I jgj If ¢ P F °4' MAx N I a , _ .. •L rl __ ) PANEL amm. -W'3 OILS u _ __ ... B -I - C ___ -I �, MI 4 .� q _� _ B. PANE LFNGIH yD -' -_. . _ } v 14e. R a L 8� (SEE EPEVA7Ka4 II i - IV Mo, II _ _.- __ �R �- , M¢I. I ON SHEET rCL 2) B I I (ON SHEET 112jN 1 ( !PANEL 1E14G7F7 9 1- f (SEE ELEVATION k i ! PANE.. LENGTH a i ' ` ON SHEET 12 Y If k.. - ! PANEL LENGTH u__..__.�.,... ----I _ � D• PANEL LENGTH k-'SESARATIDh I 6 _� r .__`. _._-!_--.T 1 £LEYATroN 6 _ _.--' t -- ____.. - ON SHEET 12} .... -.- -'- a4 = (SEE El.EtVaKXX A .�. ) 1 r _ A N I (SEE ELEVATION r -.. -- - N 09 I Or.ASS. u 1 P--• ON 2) _ = ON 2) ..._ ON ) U) --- Ir __ _ I j 1 8 I' Mir. - 9 N 3 (SEE -LEV ELEVATION SHEET /2 9 __.:-.}.___ I 9,' . r ; ON SHEET 72) 11 i 6 I } attEEr t 9 . '-- I u_.—..:... SHEET 1 11 i ,,. vF-r .. :, rr: r. U 1•MIn, I ` 1 u __. :.mow• _ B�.ro Cu ss.- I---- y` �`=_ _. ,r;��._--_ ' 0 t 16n. ^`t I r11 __�,� �i i , ''i' _.F J J '' � s H-"-SEPARRT1at"- 1 i� 1 „.* f'S t N I. ,, 1 _( n--__A._._ _nw '' f { L12 % J: ; B m GLAD, 1 W2 n- -`noN a I 4 1 Y--SEPARATQN I T �---sE1A"I71 1 t if Lan. �J li .-01 }% +,.+r"".. t I e F I _ 1{--•SEPAR!'RON--- , a) =3 • ( • cry 1 ' _ 1. ... TO SLATS. ,�-. - $ I f ram, TO G1A55. 1 - f ¢. r sH _ ✓ I > 1 j" i !: u t 2 YY m 6Li S. 1 ,; 7 8' ri i i D 6LAss: I ! EX57ING PtlUftml L@ 7ra ✓ I (j CYDSTRIO POIN9� E e"r+ I 6' - � - . r:' 1 r it 7ft± i #` ' ,_ . a,, ! I _ . , - 1 0 I 4J I 2 t 1 _ CONCAEIE 0 1 g. , 1.." _1_ CONCREDE OR `�t +,,..-. - € .� F ..IaG <,ED, ..' .I. , q�-A_-_._._)CONCRETE BLOCK 7,,f'i'f' „'F : C TE BLOCK ; -/, ✓1 4 i Ea. - I I .. �,.� 1 'IEO ,. .J i - .-f _-'I •+rREOUIRED. t m/ f I ttIl" Cc REQUIRED. 7t6LVONG) )L, ; ..-.... I I ..---' s L! __. 1 a' i°' ! £O, . 1 • 111t! OG �i1 1 y4,i EQ. '1__ EQ. 7 _ .2. Y _ / ` �}.h z%a a' :. , .___. j_ _.) 1 I ` i i t. .' • - x I, I -.e ! 7: 'Sg ,BIT M$ ') _ _ _ ,. ___.-1-"'_._1 4¢. __—L___._ I I _ y�(s -- _-._..__ �_-__._I r . _ ,1 _ aa.Tx WpD E-0 „r a I 1 Eo i` f may. I - _, L + �t 1 - i a a , [� - 1/2' i ,ar-'tea .• 1 I 1 1 I. 4 a t - A4 2'A4 WaoD +:. {. Rx Ns L. y �` L P /r O fy � , I �, , I � ' a 1 PLATE r , I , ? r eocls Nara i? fr ccYw I !? RE001ftEp Y ! 1 ; r I2 , aD 2'x4 Woo _-, .9 r+ i 2"k4" woo ti � , 1f1Y PANEtAMTE PL415 __.noH-1 t/4h PANE1AtATE p_Ifs A , 1AIrY1C♦��-�I+�+. •I I t'4b TAPCON ' 1 1 7 4'A 2APCON _ �1Y iAPCON O.C_ 2• r; PLATE It f11 PLATE 1- r'i (1'{ ANCHOR O 12 1/2' O.C. m 0- ANCHOR (aEYUNO) i..Y4E 7n ,.,:M,pE,gyr PAh1EL 1, hNCN@R 6 9' O.C. .1 +WCHOR O a' a:C. ANCHOR O 9� , �' t 4Y TAP@pH REQUIRED '., {` - l ME `1 ,t, 4`P PAI#1.MATE PLUS j SIAPGERED W/ .STUD "I ; I STAfTGERF.O W/ StllO I- --I 1 4 P. PAN0.w,TE PUV5 ! i + _ t! x 1 t I mt+ClaoR o a" O.0 l } 1 i 1 , I 1 ANCHOR 16 12 1/2' P.C. ANCHOR 5 12 1/2' C.C. WALL AiOI}NTINC�� l . I puiE wQOD I +' -_ LATE wim i + • + � a 1 i SEE SHEDS 15 IS Ta FOR ANCHORS 174E S, SPACING FOR SCALE 3/E-1' . __-:__. �t._ -_ - REtRRRED L _ REQUIRED v.._.. -- . r •.._.') 1 ( .'' I NSCALUCROMS RRa WOOD FRAME BUtmo9 I i � I . I1 LMBLA.Er ANCHOR SPAGNDS AND MOM EDGE DI5TANCe 7 ` ..--:-.>�/ __1 - -1;--- ARE NOILOW ON THIS SOHENLE. FOR Cc, LESS THAN - - i�� ' IIIC104TED ON SCHEDULE AMUCE ANCHOR SPACING BY - e(„T NATIYf R-'wliRW 1 • 1 - 1A R,7fLY80 SPAV�R1 51IgM lRt SCHEDULE 8Y rnE PQUDwN9 FACTORS. UDR TINS NWEAATNX! B 6E Ie0S51B1,E, - ,ELL �+�� R I OW ALTERNAM R-� "�•ET-�'j,�( O REI,7jILAR .PANELS g,.:idEE_.., •M• O SPACING OBTAINED @SING FAL`M SHALL NOT BE •A.I, RIJL NEL. O REGULAR. PANELS 0 LURNSA P"�Y6tE1 L SNNNray " LESS THAN WINMUM VAC.INO 06WATM ,OR EACH ANCHOR - - I TYPE 00 THIS SCHEDULE. wa'0,"A A I TI "', M/A MOUNTINGS nu 1M.1 M/M�NTINGS W� MOUNTINGS SEA A 71j1/,,,-. ,r 7 4'r s rR- �y�;� C(% y' iT.6{.1. Y a:/ A�• lTl�1,:�IlTM SCALE Jf$-,° v ll,. ✓')s. AlwiraR T19K / C' � ?�'4• SCALE 3/8-#' A jI -N SCALE 3/8-1" 7b CEN 'S L:1J wrAiN a +4EN 9 T • mmAR, ASN" snow, 0.3 s ' a FLORIDA BUILDING CODE Non High Velocity NUrNean* Zone N y1� . f ENs `�4' FLORIDA BUILDING CODE (Non High Velo No cons Zone w�=,y•X. n ; N0. 44187 - FLORIDA BUILDING CODE (Nan High Velocity NUrr#GQna Zone) mi M4aMNI,9e po`NW 01) - ,£a92R `S=, .NG F.P. SA}"+Aa.. ='k t * - cam ULICCO, NC. M LsrANArcRy mAeB,A R.aL D) 'I sin x *'. 'Ar - ° °Mom` 24 GAGE GALVANIZED STEEL STORM PANEL T"" s 44167 - 24 GAG€ GALVANIZED STEEL STORM PANEL - ' 24 GAGE GALVANIZED STEEL STORM PANEL 4,• ,. _- .e+..,. CAAXrN,Ifl': 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESiGM * ; W y 4,,. CHIAN W. f, rNSTALLATYON ARE ONLY VAi,10 FOR MAX. A.S.O. .• z DRAWN >h: „�,_, z "o = ATE OF ADRAC WE mom = Ian � STATE :It• y"�_, mft7/29m PRESSURE RATINGS (P.s.P} ANO PANEL LENGTHS AE *; [`"-- ---- I C I7/27/m2o '•;'P.-• STATE __ "41/9 m/27/aY29 Z ,Lks - `+�'o'• F _ �N GLOBAL PROTECTION PRDDUGTSr LLB, PER ELEVATION ON SN; 12. TEf)I .`efi �--^" IIL LC0INC, GLOBAL PROTECTION PRODUCTSt �•C". pttE L7ESIGN PRESSURE.RATENGS (p.8.t} EET PANEL ,�CJfi ,,(QI)=-�°,"„-:" � �,"�,�►�ytie: GLOBAL PROTECTION PRODUCTS, I.I.C. alp 3 Ar, •ORtD I L E C O IMc. LT.,E. i STA . LENGTHS AS PER ELEVATION ON SHEF7 12. y /- S'•••••••'i. tERnrm t FN6Ri[EA1NG N`AMPANY _�.-_. _12i _.-._..__..._ __.._ _._. s - 1eLTT ! 9 ANY 410o S.W. a, StIFEi N ,BOO S.W.ai 31wECT - 2 , x a41 - -. - ••..•°... 7 ,Y &. RPa. c 4mo 6.N, 6T 9rT 2. FOR NEW W130d FRAME CONSTRtDCTfON; WOOD �y•.;••-:- 2: FOR NEW W000 FRAME CONSTRUCTION: WOOD h lf1 L ,/ Z ----.____1�...,..® ...„.,.-. f N 1 rw . A., ms wwdaA Ik ... :OwH, FL.. 731 ' L ORSD •.,• * -4w"VZi''7 IAA >w A AA ][4, wmaw,ralgL R A}„4 OA1t1E. L'L. 1T314 /, NA L / 'm.2<i IA. TNA ,' TAR, eAaw 4Nrm. R rw 0W1- ti 3J3t4 2D-175 • _ osI T.m N (tAl.� Li`. b.,,piey"^nr-tsts.#".,pcRm-,sn Fn+araE (eea-2sca.'La tR14kr8R•a7a7 20-135 MENDERS TO SDUTHEitN PINE ND 2, !R/ 5pEC1F4C +{,4X`. Kw,o„nary-ni_,en Sw.,1wa14<eo�, r4+Nea f AMe9-asNe. FAX: (BU)BN-itT97 20-1?5 MEMBER$ TO BE SpUTHERh' PINE No 2. W SPECIFIC /HrlHtunllN` H,N•, m-um.riN: i' i 1WAi' fNI) m-,da, PNaMG (94)a9-760. FAR, {9e+)--e797 @R7WN9 Nz. Q ••-••+ in.A. Derr► 4Re +a .. w caAwRw W. DENSITY OF 0.55 OR EfiliAL :ill 11 1a,..w .R .,n... rrae,.r. +w,. • DENSITY OF 0,55 OR E4LML. t5j " X,-..d-:. m 1r . w PE XPLtER Aa TasnA•.. P.E uu „»Ia w9R7Wa Na: (?.' GA-Iime719 IX-UAdIt 9 S - INN[NHHHA .•R A e,-:w_• a r nwrs - A.1 Aw N r„rr INc WAITER A TI(111 �.. P.E ' SHEET Ia OF 1A I r1.-o9w719 IlNlrl t /�'� A.Ut41 - - . - xETT i5 9P ,0 4b7 3 I - PE SFAdj4W,M1NRE/GATE WINTER A T1Wt Jr taT , m „-W 4 ENFEI 14 NN 16 SHEET NO. SH 1.4 EZI JIB, EZ1 W/ 18 ANCHORS --.`--- (SEE SECTION EZI h 4LTER14ATW ELIW ON SW417 16)— -"- ..3" MM.. 1" 4Rnl ._0(sa NOTE 2) '-ill-Jw/4J NOTTE 2) 1 b E$CH ENb 'q'�'ALUMINUU OF ".'-' RPrET # '-AST PANELrt� TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE � o n o PROVIDED W/ REAR HANDLE TO FAGUTATE INSTALLATION IF INTENDED OIF ' TO BE INSTALLEDFROA4 INSIDE 4F STRUCTURE. {i4..� �i --* T.--�'..._....-. T,....�._.r....r, ..r.. rT_-r-._..r-. r - r-..-r._r-r--t--..._ OF _ ;; {i), ()EFl�ITION OF DES 2DOG: E-Z HANG STORM PANEL S`.sTEM 1 {[ND PANEL) i 111I (INTERIOR PANEL) (1NTERiOR PANEL) ~{INTERIOR PANEL) (END PANEL) I CONSISTING OF PANEL + Cant.. TRACKS TOP & BOTTOM, SEE NOTES 2, 3, 4 i I 1 i 1 I I SEE NOTES 2, 3, + I I I (`d) ENO PANELS SHALL ALWAYS BE CONNECTED 70 BOTTOM tRAL"ff OTHERWISE A STOP BARQ9 SHALL BE PRWrDED AT TOP OF SUCH k f PANEL LEMGTiP PANELS. 1 O {3}. IF END PANELS ARE CONNECTED T4 BOTTOM TRACK, CONNECTION � I 1 a - # SHALL CONSIST Of 1/4"e-200/4` M,S, Wf 7f8"0x3f32" WING -€ _. _ . _ ._... NUT STIR 1/4"ex3/4" MITI. THUMBSCREW INTO TAPPED BOTTOM t J i i I s_S a0I,T5 w m EA a.":Rtu+ TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO I RI 7 FLANGES S'ef SEL'T,ONS AS APPt.1CAalE- E%iE OR FLAT EN PANEL. OF END PA EL 50%e OF 1 (4)IN CASE THAT END PANELS ARE 1401 CONNECTED TO BOTTOM _ ._ .. iM,( _. TRACK �( r � r �- - (.e. A STOP BAR 15 ONLY USED AT TOP) AT LEAST TWO _-.._ T T.. • � -.-... .' rT __ITT I i ��._�... l t.... 7 1 1 E 7 i [ T I i i PANELS StJ.t BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED DH NOTE (A) ABOVE. IN SUCH CASE, CONNECTION DF ° PANELS TO BOTTOM 7i34CK MAY OCCUR AT ANY PANEL LOCATION. JJ_LLJ J_L1-iJ1LLJJ_L�Y J1LLJ.��L.IJILLJJ,L1-JJ1!'.LJJ,LIJJ _-_--)-_-__ ! ® a 4 -•' a P a y - • .. 3` Max L SEE MOLE -...•- 4 . �' U1n '' INSTALLATIGNS ONLv VALID FOR WIND • M,n �MOYE w/ r _ ANCHORSI SPEEfJ UP TO: ,70 m;P:kt, ... ...._ _.._-_-(SEE SECTION El h ALTERNATIVE E71W ON SMEc 18) .__ EZt / 1 8, E21 W/18 TYPICAL ELEVATJQN FOR SERIES 2000 E—Z HANQ STORM PANEL(I)SYSTEM (t) SCALE`, 3/52°=1". }/a" Max. W 2,Ea7"(ikF! Oi'E14,AP tit:; r1 WHOLE }/4' AGN. CAP l% - -" aECTION A -A SCALE: 3/32`=I" 4A`Yi C,�`1LAii A riLJj'Y'4ry P�"`4•T•f+ ''•;�'P s FLORIDA BUILDING CODE Non Nth Velocity Hurricane Zone aaiDo aRTrw, iNE, 24 GAGE GALVANIZED STEEL STORM PANEL $ 0. 44167 _ �_ GLti3lAL PROTECTION PRODUCTS, LLC, ATE G a• STATE OF rxe. «rW Se. 51 sosz, T]alrt �• a- w� w,N4. ars4�n s1m o FL. =,a O 108110, R • 20-175 �. y . Fin. Tms1 aoM �nmi m-,E4. ,wgaE, r>taAmae-ta.s rAY, tualwr-srai �U `u-{' 7rE .car. #rv, k,. +Naw%p. .n6 'a Na: fi 7447, fflWPE�.••-•:,,•• r!lriiHNH}{ tiN,TER A 1x]lr Nf$TE. Nk rm,i+1 1 NrEET 4Y pr 14 . ENGINEERING ENGINEERING ExPRESSO PRpDUCT EVALLIATION REPORT Saptembor 15. 2020 Application Number. 170691 -R2 P 'ec u tier' 0-31 3 E)( ro t N m 2 54 ) Product Manufacturer. All American Shutters and Glass Manufacturer Address:. IUD Donna Road West Palm Beach. FL 33409 Product Name & Description: 24go Galvanized Steel Storm Panels Large Missile 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 Building Commission) Rule Chapter SIG20.3.005, F,A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Suilding Code Seventh Edition (2(320) and is, for the purpose Intended, at least equivalent to that required by the Code, Re-evaluation of this product shot] be required following pedlnent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS E( drawing #2031543 tided "24ga Galvanized Steel Storm Panels (HVHZ & Non•-HVHT)% shoots 1-5. prepared by Engineering Express, signed &sealed by Frank Bennardo. P.E. is an integral part of this Evaluation Report TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards par test repDrt(s)11NSIT-ASG-17-001 by Blackwater Testing, hic. Large missile impact resistance and Cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test report(s) *BT-ASG-17-001 by Blackwalar Testing. Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based an comparative and/or rational analysis to quality the following design organ: 1. Mokmum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD :BEACH, FLORIDA. 33442 (954) 354-0660 1(566) 3 96-9 99 9 TEAM 0 ENG INEERI NG EXPRESS, CCM ENGSNEERINGENPa Ess,COM ENGINEERING r.' Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Sicel Storm Panels No 33% increase in allowable stress has been used in the design of this product - Separation from glazing Is not required for Installations outside of wind zone 4 and essential facilities. IMpact Resistance: La ree Impact Resistance has been demonstrated as evidenced Inprev previously listed raPoR.{s}, and is for e engineering the product. accounted o In the ihea design at odLwt rig rig 9 P Wind Load Resistance This product has been designed to resist wind loads as Indicated in the span schadule(s) on the respectiveProduct Evaluation Document (i.e. engineering drawing), Insta//ation This product shall be Installed in strict corroance With its respective Product Evaluation Document fre, engineering drawing), along with all components noted therein. Product components Shalt be of material specified In that product's respective Product Evaluation p sP Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall he In strict accordance with the respective Product Evaluation Document 0.0. engineering drawin as noted herein, g} All supporting host structures shall be designed to resist oil superimposed loads and shall be Cie material Wad in this product's respective anchor schedule. Host structure Conditions which are not accounted for in this product's respective anchor schedule shalt ba designed for on a site -specific basis by a registered professional engineer. 1 components which are.. permanently Installed shall be protected i rrosion contamination a At Po Pa y h P oteL ad against tut other such damage at all times. This product has been designed far use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. �� y4 y4 � .:. FrankBermardD, PE ENGINEERING EXPREse PF004€ S49 I Con Audi. 9884. 160.SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 334.42 (954) 354-0660 1(866) 396-9999 TEAM0ENGINEERINYaEKPREEs,COM ENGINEERTNGE%paiss,GDM 'IJ� I',1 �`l• f 'n'^% H-I -: { ] J Y _,:' .`L V -11 r3 aLl �" . a' ,klt{HS r�rTYPL. b��V `I� xl".t{Y ,L.• il _ _ F Nx E. f rtsllluW,l•CL CfF All • `Pfirt I.,f` . D+..3 :..'k� ILL - I'-✓h(%r Ul -•. - i I).CSJ: �. G[rr9 Ee 1nr y p�•I.Q P l! o W r: 3 M s T`F rc•-rr J. - - !ir M� _7. Niw l`" t N F It I I I I T= eJ, & Jt � rf I w W I { a A r' At �f7 pp4 R1 ri Tf • 'I - m. =o E �h L t.� r n • l Y.:1 - ..fit e Hi 2 N r�� W - 31M LV3 1L" ^J o I.: •..ter Bah R }FL-. E. 1r:P +-h, FTC... _u €.g Puy �7•.. h' *t9 - y_ �µ a c S _ 2 NU F rN _ rr' HIM` rr+a O Pli=M1I41T-eUILDOUr H TS A- E>S0. ]U JS- - - - Y :- �,C4 WNN T 1 UI m ,.. ,t,t. •IiU.I J�k. M y. ,f.= -: ••r r- ,. r: rn ;p � : t 31-Cult, `we-+ e FJ ri,N .rr .""J r„ •: P�CCIL]NGfrLOOkrdOUN, SCLTIUN � Ci t 1WIIF I uLL •s IJ. FCG M P7= -, rErI..��.��da� C� C., fit l.) n tY.11l ll rll­_ I. _. till I II t!� .'4 e4.L t. "JLI;°1� 1 i. rt rc rr wr If T.1-Hlu' IJ - - � Q STALL pUirrSTrLDI. R -HFn ter, l/i e r.e--rrl•: rta 1 -n - - rfr t: �.., e J L H k1 va r�'F_ �t_^r°�I RPAiaiyvr ..YrY pl'�• n � �_ IpULI cut'-' r� VPLMAYVMi4' IY r.Hm Eu F-»Tjt •Yf MF ^F ) K 9.. ll I 3 l4 - ICI GfD iS7E-Ei [ TrGLR 'Q - J •. '..,f"1::,,r, Phi l>arlfi,.i �..: 7r. ,19r6 I C•:I- JT1 e� aI p y 6 I'�I •I al_ gg ''9. dl•'10 I: fit .lA F?<.:'A' yJ f I .: H ) ratJ �- 1 , _ C / P- H it En :CI-EGLiE TJ:+-1rs', so t`s .z�i ` ;.r.,rrrfT rIse a~L.nrL"I`'' 'DSErhA�a.�TFM�Nt r&EN�YA, fEO{E 20-31b43. - 't" "}t- PAIEe D[NERlPTM' rr I - E_ ° �.DV?I9NAL•t4YPfE91T9M-4LOSURE ❑=TAR 4�1 `I'L I. ,cYlrf . E'irL _ �r'p-r:� S rr, ..y N✓ C g 'ik tiL ) ltil n [i, RF.P , 2.:.,ttFPr [U 'L " � r'IV f: Ir f t}UMfitRlNr 4 [.t,F7N G ',n _ •' Re �'r kM.ri51k[i:L MG1ntl14H•_Il.11f 1yJ INUALLAT19N OETAILS-- INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES zw, r �X} POUREa I i _-^-`COhIG�NOREIE DN / - '. 1 +•r iAPCON _ ._ CbNCia::i'E BLOCK ANCHOR O 14' O.C_ REQUIRED. t1i i1 } L Y 114.0 TAPCCN / r r __.._.,. j4x9" MEN NFJ.T1 tEK YtCDO HEADETB �_ ! : ;r'" iiMF tlFtt HEA,9 TEK ANCHOR i2" ox f SCREW 0 4- FROM REIXIIREO t SCREW O,}f4' FROM O ,' r EDGE OF i I—•iT 7) EDGE J (J / +. p ...-..' %. ,/4"r-2�]• ___-ice— -- _ .3 i i£ LT9YP,9 ; s.e.. +IC _ .. ". _ S f2.- PARLL", I Do Pat PANEL N I I .I/16'0 EK1STiNG if SEPARATION r i O G ALUMINUM POP 10 CLASS. ALUMMLti POP CeUSS-"it GLASS-'Yi i II � RNET � a I � RiYET I -�_ --Iry 6 ,N'r-s>nr Y -O" 6,-D. E%.S OYlL9- _ 1y® II --...• I MAX. }j4a-10a __Ill-_.._......._ ..._ I ! MAN. ort',+arw ___._____..__ AF DA II ppNFy LENGTH i' W R - �' -j PANELLENGTH O r--'g{" �eN,16 s .-1 �""y( i— 11 ti.i iq,�,.,��•� 1 II r' M1n- I L'` y i ry To GLASS. 55 f '.j j }-SEPARA N::__ r THUMBSCREW TO CLASS O501, OF "�TH•�UMHS EW � 1 i • a r /2' `\!7 jY _l,/'4 TAPCON ANCHOR O ' O.C. TZ2 Y/4"r TAPCaNIrwow Ea ANCHOR O 12" PLATE CONCRETE BLOCK I I I REOUIREa ". \-.-�-- !�__ REQUIRED: WALL MOUNTING }ALL iAUUNTtNG s6cTllaN _Irz, e[�,I3I31�IlYf. Eztw SCALE 3/8=1" SCALE 3/8=1- 5,��H}xiUiN{Nit FLORIDA BUILDING CODE (Han High Velocity HUrffCone Iona) mums, * MIN. PANEL LENGTH a 0.44 - FOR DESIGN SHALL BE V-6' ,� ; • z'rman 24 iiADE GALVANIZED STEEL STORM PANEL J1#A+rp Via,': 1. INSTALLATION ARE ONLY VALID MAX. Aa•D. PRESSURE RATING +f- 40.0 p,s;t, AND $"-0" MAN *. `-- 01 PANEL LENGTH, �1`-, STATE 0 _ 1 E C O ANC. GLOBAL PR{3TECTION PRODUCTS. LLC, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '�,�YU,A. dtiti4v ✓ � - TEST,Mfs Y JR No PA - "Nw s.H' A+ s, er 00R. rL 3"14 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC /'ryr� S/ . s4 : N;;`; as `'m ,u 'ice _;u " sraa: rss+ye�-'rags, r iss«)mu-sT�r 20-175 DENSITY OF 0,55 OR EOUAL,. 4-ISI�t, 'vx .N. ,, Na#Na. ,aeN A� �iltNklRM/SXi1UREtanrE 5uL1E#.A F- Jr., P-t.. 41RE7 te. DF ,9 r 4A/LT ALL AMERICAN SHUTTERS AND GLASS 249a GALVANIZED STEEL STORM PANELS (HVHZ & NONHVHZ TOP MOUNT ( CON N 7aP Ab RE •p. E Q ) TY p. 5 IONG EC'r DPfTSW i'1 2D STITCH BOLTS VtITH WASH ERED _- WENGNUTS FASTENED Ilia.. OVERLAPSDSPAA .5 APPRPRIpTE SPAN TABLE) _ •�z. 6aa O 4�Q w mLL ttyy > 1� i` r 1 D' TTOM M NT aI.INTYPPIA ~ 1 RN'D) 34 RO 1 - MAYBE AT ^-.,,-- _-r'r/ 4,] OTTOM /�TYPICAL VERTICAL 'MOUNa,ET ELEVATION 7. / NT,S, ELEUA'TION BSTRUCTYDN (LDCATIONMAY VARY) TOP M@� As R€4 p7 I'MM -HOW Lmax EN (SAN BEL OW D OBSTRUCTION) FANEL5 MAY BE NOTCH ED flS REQUIRED, BOLTlrSl �TH'i�WASH RECa PROVIDED THAT CONNECT10N5 AND WINGNUT$ FASTENED@ AfjCHOR�AkE ilS,fD 1;11{7'CH �ATlSt-.,}' OVERLAPS NID5PAN (USE SRAN5 AnOVEffi BfLDtV. OBSTRUCTION, ADPROPRIOTE5FAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N,T.S, ELEVATION^' ALLOWABLE PANEL SPAN &GLASS SEPARATION SCHEDULE., 24 GAUGE PANES 2, "PANEL ' ARE D USED F0.WITH ALS STD 5 US IN CONJUNCTION WITH ALL MWNTING EXTRUSIONS USI ". '-TYiACK 'STUDDED ANGLE. ETC;.. USE 15" O C. PANEL FASTENER SPACING TABLE VALUES FOR ALL H"- AND'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS), UNEOX INTERPOLATION BETWEEN WADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1, ENTER SPASCHED ITI SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWA6L£ SEPARATION FROM THE OPENING TO BE PROTECTED. 2, SCHEDULE IS REQUiRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER JC W LOAD 3,... R.INSTALLATIONS T.IDE AN IDE ENTIAL 6- OF THE D OUTSIDE OF E55 A D SHE SEPARATION FACILITIES H 3, STM WIND ZONES I THROUGH 3. G1TION5E IT Z SCHffiUlE fs NOT RE72LnRffi AND NO MINIMUM SEPARATION FROM THE S E PROTECTED. OPENING 15 REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES: A5 NOTEDIN DIE31GN DESIGN NOTES: scH®LEES POSITIVE AND NEGATNE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED -PER SEPARATE EN G IH NG IN CCORDANCE WITH THE GCVE NGCDO `RESSUp E L-Mr SAS RNI RE II pH 8 NT D 09 fNED II RDA ,KITH .SCE 7 AND CHAP- ER RM NCE A T.. i 09 0 71 PPIO b BU?L1YP G T L E LE$S' - N E Fl. RI N CW SNAL B --1HA D( FA- D E A' O EGATIVE DE IGN , R E V LT TN R N 6 PRESSURE CAPACITY VA. LUES LISTED HEREIN FORANY ASSEMBLY AS SHOLVN, - GENERAL NOTES: VISIT E•CALC I W315'ii3 i $''1, :4 F ftH 3 FI L.,/I'T. U �•l 1•T1NAW.'r(IONnt:R.nng flErtlRrs4#� i1riCE9 I I UM ALLOWABLE SPAN SCHEDULE MNM AN 4 I �QEiQili'7�lIQOFZ"ii �iifiiliQllt3 �'` GftiL�dOQI�E 000�d®IQi� �'al' �I��Q�QNE©rI�aiE:at7E3'ii®Q QQQQQQINIiI�l00Q0 + �➢iilf3���G510Ea�di®�Q[� ,:000 a00000�3I�E�1 000�)�QI®QEa70t1131i® •.,. QQQ' �"rD��.A�00QQI�Q�.� e 0Kamm I?3110.Q dELeB00 �r il0"WEA U"®El��aiFr�Of>[�Q f �ii��001i��Qi�ii00#�•.� rnai6 aT wn PHI Nr5" Si r,leJV .aa�rumM A Eye w4 ns t4Na1tt DA 0p41 r@1 LENGr tF „ 76E 7a)1 & ABUVE E r�T a2 n 80 1. ec rw PtwtE%{:@ROM IR" LY kEQV,RIb WHEN GAMEL 1E,NGrN,S ts'kEA'TA I,iAN TAWT NaTDs FDk ',spyMWINn tlr PSNA A S—HWiI'#FSR- ItnNG PHQ11TiiLIXhlTMI.Fo FM"TIE4eUVE-WHEgei--I, LfY.RtWAIINF EQV USESVVnH BUitDBUT N❑UN11AG CU11"W,kYOUT SEP50L.) RHU MpA¢;ksh:_t APE DET FA ENE- APPLIES O a075' 0 irM'3§ wfrnaYJY Smth fAT:,S AND 2,i PN4Etb a eVrN cum. Pan32 m .AP rn , w , AAS ASS" 4. p.G. T®M'"a45 dt d.4' aM3I MgYSPAN R),N K.L. 1"`bGgHn i or THEePrraW,MOpp OR e4RA-ztL,SURES PEA D. ,PER RSL'K UiS WYRLh'-'. FG GOfSpiSitiN Eh4lYiu,NP{[stlMWt- - �� . PEr ), N4 vm L RONAL INTERIOR FASTENING DETAIL N.T.S. r €fpY,E%-.HE0 M OPTIONAL EGRESS PANEL DETAIL 1NTE-IatOR FAsS NING M i-225U"OD6a" r3 490'q. 1( 1uslUu x' I�2 25P" trT5D" 11ap3S,z a i X '- Pi 1+'Y' V.�• tl.525". ltl N _ F6J N _ D.L25 0. IS GA g$ $ . iY35 "m -a"_D `Gas+"a rv—i 3.� H �q.ANaI.E AH Ct{t`SURE 5... E'D TYP W_12d' TYP A9.; Gz' 094" CS 193a°1130'iaaa�ac 12S" D 2DODa znw TY xPr1 .�one -waya72aal-Or'UHEADER 9 zM: . ?' I W 335a . ..0,3i3" �i Is +N"� a 1 51 "1.5bO'%^ �1,95➢" 1,510". a,3b .71 0.37b' 64.5 '.03,} y ':1DiQ�^ ! 3 e •• ' I(- MaxS-'i©.G59.• " a,6 �5"- a,376"-.{i-- .0`?b55" e. - I-12.SaD"PPddEL. GDYERAGE—I %-I .Q:,179 -11[ e'1��.�[ 41 t9p„"'II IF� .4,a,86 N3 14,B7s°riArvE(.LE'NGTr]--I LEc �D;s45,,.- D5z4•i5o oso-o.astr' 4 rr,.Q l DLRFCTSrIN 6.250'" m 0;0�° � Qn4P° .- ,RfwrlBuu }— 315 a1765" 0.71b° -IITYP. II TrP, L1,aoa �6TT- D o 'S a 7dD° RD ass [A P. A. ❑ III 0,1�,JER YAN❑MiT. n 967 Id ua u, Jk i a.L90'-'ji lr`1��L0,655" FH F T3 �6 7 .^=P• 777 LEG tiuttcTieN -- nrN ec __J n-r Y4 TE 491ry ,V:+lt fa, F'ANOLE T AaK fEX.[)ED1 - OVERLAP � /�-25"MAX. s MAX, A CGRNERG'L1DWRF W4LW4L D.I Ta T SLR e MAN le -II v u 4 t' D41 k 'H/MI NUIINI (d.. 1 r11rrN11 Lu.RrS, r n,.� rase as _ E rl III:• ea :Tcv-, 1.DOp° OVERL4P th= •+ 'CFI. I i -Iti:x 3n 3.Q2O rss� r, "+;.w a e W MAN A i' .25' MAN- A.HF x•,v�Ert a 4 ` ❑L• �117 LILT• 1,5OD' - T Hr... - ,4"MAX, �' MIN: -, Lwrd.L Y„>.opnHtR ct.asulcE'tisrNf ENBEb'.. I-rAr 1 sr aln. F1TkAPHaurrtaastlaEaE7n1L TS n ..v 4 Ur t fl Be v{ ux rd vaez vt-Icays )-OU7 A,NGE = n E n ull I rl i.�IU t HS 4t' iJV 4 u--EM1BED E.. vuas O J rA fx MI`_,Cnl. rt 1'f11Ab.KJfA3 kT114 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 9. 12.5' O`C. Y N M T o V EEe r i Fr'1 YyyU t 7 n yj to N a r iA D I W n a :I` N N uA 9 i K 1 W O W » G Y _ 4. iINIMMIMM 5 fl aZt` n W MIMIG ANCHOR .TWEBB! A - - s > l-' �P i"- L F' 5: _ FYI NOTES: ... T5 TIFIED, FAN 6UTO ONLYPROVIDES N $Chi D.. A LI T P C CFTL HEREIN, HJn 1 •UNALL E'ULN APPLIES TO MAXI ES MAXIMUM ALIbWA LE. ANCHOR SING IMUFIALLOWAHtESPANSSANb P. ORES INDICATE[) 9 AN RA MAX RE.s IN SPANSg1EDULE SHALL APPLY. MA A Z ENTER ANCHOR SCHEDU LE EASED ON`PANEL FASTENER, SPACING THE EXISTING STRUCTURE MATERIAL e,ANCHbR 7YP _ 5EUCT:DESIGN LOAD GREATER THAN OR E4UALTONEGATIVE DESIGN LOAD ON SHUTTERAND SELECT SPAN GREATER THAN DR E(UALTD SHUTTER SPAN.SFL:E(,T CO ECnCN E BED D PR P TE UNTWG COND CN BEE MOU -i DET iB 0 NN TYP 9R N A RO RSA , P44 lTi. ( TPI.NG AI. N IpFMTFiCgTION OFLIDNNECTIDN TYPE(; SHEET "PANE 3 PAI>iE AAS'rENERS" ARE O5 USED} GON711NCr10N WITH ALLM TTRU YO L STU N T SUN NG LE 6 NS °"TRACK ODED LE ETC USE 25 YlC PANEL ERSPAI� A ALLIES FOR I F , 5TU ANG 6 A ASrEN N6 TABLE U ALL 1 °•AND ° °- E DE 5(INCLUDING,8 IL04 7 � N ON A H U H RU U _O 5 AQ 4 ANCHORS SHALL BE INSTALLEDIN RCCDRDAN[E WIrH MANUFACTW RER5' &1=CPMMENDATTDNS: s HOLLOW fiLAGIEFIGST STRUCTURESMOTECONFi3RMTO SCHEDULE, UL BLOCK, E 0157A C Sit ANCHOR SCHEDULE, 6. Miximum EMBEDMENT ANDSHALLEDGE MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES 5TUC CC, F(gaM, HRIC1t, AND OTHER WELL FINIS'HES WALL FINISH IS SHALL BE LIMITE0 To 1/4" MAX OR SHALL FE VERIFIST) BY OTHERS TO ADEQUAX ELY TRANSFER LCAD57tl NO5TSTRUCTURE CONCRETE ANCHOPS NOTEb HEREIN SHALL BE EMBEDDED TO UN-CRACK)=D EQNGREfE ONLH, 4 WHERE Ek15TA0STRUCTUREISW000 FRAMING, E�'ISTING CONDI(IONS NIAYVPRY, E V RIFY THAT F 5T NE ARE INTOADE LATE WOOD RAMIN M MBERS LPWOD6 F STENWG A R`x Q r N T P h TO PLYWOOD15-ACCEPTABLE ONLY 5ID CL05U EPIEC 1 FOR E R FS DN R 10 HERE CHDRS N O FViCEOF:S HUD WING F TE ERSHA BELO '[N W AN FASTF T NARROW FRA AS N LL GATED CENTER OF NOMINAL ? 4 M[ ODD 5 U D ° Et,GE DI AN E 5 A CE B E FOR NT R N X N W T f D C Y C PTA L CREW FRAMING), �DOO ST4 D'SHALL BE)5OU7HERN PINEG=41554RGREATER bENSFTY LAG SCREW SHALL HAVE P41 WAS PAN HEAD OR, HRX HEAD, _ fJ1 O 0 t W N . , s' W- �5 � � 5 ¢ "��� I It 't• p5@Le• 8 ti L ' 5 MGM4 - IL. MOVABLE ANCHORS ARE. DEWAL PANEU ATE-ALL-PO1NT55'OLID-SET&BRASS HUSHING. RE A cH i t� 'r • F- 12 MA,7-IINE51- EWS-5H LLHRUEI "NS MINIMUM ENGAGEMENT Cif THREADS TD E EASE -R A f2 N M TH EA N AL 0 ANOHORi1ND MAY HAVE ERHEA A PAN HEAD; TRU5Z-HEAq, DRyUAFER HEAD (5IDEIVALK 801T) U-Ns0_ t3 MINA I)MV5M t$MENTAN>EDGED7ST4NCE EIFCLUDLS STUCCO OR OTHER WALL FINISHES, WFYN R `2{�-,'},1,tS43 114, D ',IGNAT[:S ANCHOR L'C.)NORIDNS }VH[C+( ARE NOTACCEPTARIFUHES - FF 19 DIR MOUNTING NDT1 EFT M N NG CD I ONS r -- - LE LINEAR INTERPOLATION LS NOT PERMUTED FOR USE WITH THE AfdG1tOR GLHEDULES laSTE[1'MN Tj THIS SHEET c iV C a ti_ ®�N .. '�®' ��� °` • a ®�GSCJi ice® ° aR ��WI11114 /ter /r�ii/,��i/ter. �r��///i..///J. ' W- EDGE T NCE- $ PAS A J EI ,'� T1AI a�GN ANCHOR pRE53UNL TYPE by SYMI LIP-,ire-1I' tiYMV ilk p31.1 r I f Illr-:I I' I�kRrJ I r l, 1 COYNTYPE D1 Ce p F0. CONN TYPE Ci tz G3 C4 aONY TYPE Gi t3 i3.. C4. A^.. T EMSE❑ 1T s 73 At' �t:lrrSV 41 -B 4 '2 5 F2 12 s 6p I D t � L64" A2.S Sba i6fi 75" 125' 1 69 S8.(I" 67" iZ5 i U a a B" 12.5 1fi P 9 ism-, 1 12- 5 fi D 1 B' fi ❑"' 4 125" 1 '16d ev, 7 s 12s ILL L4' 6D a 12 s ]5a i 7'ap" + A t2.b i6 D'16 D" LS.D" 14 T E9 6 ❑° � 125 12 6 6 1 A i6 ❑ 14.7 ' -.0" 14 7' ❑ s 2Sr' T Y 5" z ] Il 1" D 16_ 1 6.❑" Il 4T n1HR1 "CM1 ❑CC' Sf2 ] 33 YlapnSCnFW 41 L? S' lfi. 160',Dd'Y25 D i 0 s LZ 1' 7❑ 12. s' 16a Y 8" 6.2" p L2S 160"141 1 -325 16b a7" b.fi 2, S• 1XaD 9.711 ��\r (D W _ I F0 (t \ �/ U NCL CU O� a— O O .� co U � �— � Q O C6 'i ui C O0 0O Q N O M LL O •� E O N 1--a CIO O "0 Q .� ��4/-�, VJ E Z Z W J G U co 0 V ca CM i- em em CD as d C2 w u Q 3 u aA C O a u ^W r� `7 I O L 0- 0_ Q �J U CEEE­ C110 nL CL a) ■ C / L m W c G Q Z Z Q J SHEET NO. SH 1.5