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HomeMy WebLinkAbout6972-6984 Ripple Pond Rdc N AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJorADJ. Adjustable AFF orAF.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BLK. Block BLW or BLW Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Ar. Finished Floor F97_j9 02-15-13 02-15-13 12-18-13 12-28-17 12-04-19 03-17-20 12-19-20 02-16-21 11-09-22 ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pll. Sh. Plant Shelf PLT HT or Plt. Ht Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAID or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W, Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer WI or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener VWVF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 PLAN RELEASE 1.1 ROOF PITCH CHANGE 1.2 ELEVATION RE -DESIGNED 2.0 2017 FBC CODE UPDATE REV. 06.23.22 2.1 REV. PER PASCO CITY COMM. 2.2 REV. SHEATHING NOTE DTL. 1/16 3.0 FBC 2020 CODE UPDATE 3.1 ENGINEERING QCR 3.2 0. SUITE DOORS BACK TO DBL. DOOR (1787) (1666) (1666) 4 - UNIT TOWNHOMES ImENN/�R�� 1666-1787 TOWNHOM S (1787) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 1 ST FLOOR DOWEL LAYOUT PLAN C 4 2ND FLOOR DOWEL LAYOUT PLAN L, 5 1ST FLOOR PLAN 6 ----- — - - -----. _. 2ND FLOOR PLAN _ _ NOW 7 1 ST FLOOR LAYOUT PLAN 8 2ND FLOOR LAYOUT PLAN 9 BUILDING ELEVATIONS 9.1 SIDE ELEVATIONS 9.2 ELEVATION DETAILS AND PLUMBING RISER 10 INTERIOR ELEVATIONS AND STAIR SECTIONS 11 ROOF PLAN 11.1 ROOF PLAN 12 LOW ROOF & FRAMING PLAN 13 ROOF FRAMING PLAN 14 1ST FLOOR ELECTRICAL PLAN 15 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 S3M WALL SECTIONS/ DETAILS S4M WALL SECTIONS/ DETAILS S5 WALL SECTIONS/ DETAILS S6 WALL SECTIONS/ DETAILS ST STAIR CONSTRUCTION/ DETAILS SS WALL SECTIONS/ DETAILS 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 repaintedt 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. e•� eta 0 t� O — W_ d ."y W t G C r0 41 N --ocox ct 2 - o y .� N .G N 2 C Q N Y N CAA = La = Q CM Co � W Cal � ( N Ci = E o a .o r� •G �J Ci % 6 0 OF �h••....•••'NP�� \\\N �SS10 \\\. "'lliitt�`t1tl��\\ QD To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 N N Ol 2 .-'9 § 0 LL _M V t ELLii LL wo- o w Z W Cj LLI� N r' Z d O U rU W �C3 U' z z z N _z M T4-J" 1't• fU W U o O C � W U 0 � H� W M J E U ao k� �y ZR oa r— 10 7U Z E ro a� �S M C N�Qiu �g O ZLL ZCj �J 8 H N= J S �0 o ZI� U s c CV 0 co o O^O a :3 T a N c.6CAC)`�' c rn� °° a O Q ~ O LO � C) to O O L0 00 Z r E O Z m a E v v � a o c C 0 JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 1 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. V-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" V-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x 3'-0" V-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x 3'-611 V-0" 4 #5 E.W. BOT. 21500 F4.0 4'-011 x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" V-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-O" V-4" 6 #5 E.W. BOT. 42500 F6.0 6-0" x 6'-0" V-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 r 1 t - INDICATES SINGLE -STORY WALL FOUNDATION ......... J - INDICATES TWO-STORY WALL FOUNDATION mm - 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'-0^ 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w Wa �;:U • #5 CONT REINF. SEE FND. FOR QUANTITY • #5 X 25" X 25" CORNER '� ',,; • '� ', ; • '� ; ; ; ; , . ' '•_ BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 5x5x3/8" A36 STEEL BASE PLATE 1 •, _ 4 0- d�-d SECTION A -A IG� 2" 05 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 �rM24 BOLLARD DETAIL SCALE: 3/4" - 1'-0" on._n.. omit" qmn� 2n'-n" 1'-8" 6'-8" 13'-4" X-8" 15'-4" •-0" -0" 15'-4" 3'-8" 13'.4" 6'-8" VERIFY 5OF A/C (iD LOCATIONby PAD PER COMP.VERIFY LOCATION Mtf F3.0 Hit VERIFY COMP VERIFY LOCATION OF A/C COMP PAD PERSITE SITE551 D1 Nv�sm F2.5 4" PVC CHASE OF A/C PAD PER L SITE S3M L LOCATION S3M PAD PER OF A/C SITE 4" PVC CHASE F2.5 T I II — F2.5 — I w w l I F2.5 — — 1 L I II 11 I I111 o I I 11 CD a0 a0 CJ CJ o ll II III S3M I I I I 1 1 M M I I I I I I S3M A ® I S3M _O.. I IIII I 1 1 S3M S3M &4" C7 �7 II III O'-M 11 III A S3M I ® I I II I a I II II t- II w a 1 o cn I 1 1 l i I I cn I �-4" I 11 II 1 I - 1 1 PROVIDE 1 4" PROVIDE 1 4" RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S-•6.1- II I I - I 1 1- -4"� `\I4" ® II 11 SCOPE FOR WIDTH SCOPE FOR WIDTH 1 I II=® CN IPROVIDE MI— 1 1/2" I PROVIDE 1 1/2" PVC I ! ! 4" PVC RECESS FOR SGD. )IM REFER TO MASON'S I I CHASE I I I I PW01 r { I CHASE I I I I I ! ! I RECESS FOR SGD. REFER TO MASON'S SCOPE FOR WIDTH I I 1 D1ro SINkt I %o a' c0 I ! I;INK { SCOPE FOR WIDTH I I I � � F1170 � 55 lr/D1 I I I ----------- 1 i l----------- 1 - - �� - - - - --�-- - - -- ] PW01 C - t I ----------- I { I/------------ 111 I 55 I D1 II II 11 D1 I Il PW01 II ll II II II 11 11 II D1 II I1 II II 14'-2" 14'-2„ I I 5'-10" II { I 16'-11" 16'-14" I 16-0 " I I 3'-1 OT, 1 I 3'-10 " I I 16'-0j" 1 ! _ _ _ _ _ _ _ I I — — — — — — — —PF 00 I I 1I I l q Q I l I I I I o 0 I I Ila � 11 I I I I SIN I 11 11 II 1 ( III INK 5'-4 1 8'-7 " " z I I 6 -Ol I 1 i GG 1 1 IIII I I I i GG 6'-0 I 8'-- 2 I 5. .. io S3M I I I I S3M I L II it I I I I T I I I '-1" 7'-10.1 1 1 1 10'-1" 10'-1" ! ! 7'-10" 2'-1 PROVIDE 1 5/8"x9" I RECESS FOR DOO I I u� I I I GG _ _ _ _ S3M I I 1 I 1 1 1 II j IIII • '�? '- I I I ��_-- - - GG I 1 I I I S3M I PROVIDE 1 5/8"x9 RECESS FOR DOORI V (- S3M C7 -011 SLOPE I ( I I I W/C I I I `f 11 II II 1 11.' 1 I I I Ir I I I (` W/C I 0. 1 I O'_O"� S3M I SLOP X. F F.F. L I! L J ELEV. BELOMORE CAN ELEV CAN BEELEV NO MORE THEAN _I PED I I 11 I I PED ELEV. BE NOOX HAN I 1-112" ELOW TOP OF EGRESS F3.0 I K I j PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I I S K 1-112" BELOW TOP OF E RESS 2.�.. D009THRESHOLD. FIELD I I I S3M N I RECESS FOR DOOR. RECESS FOR DOOR. I I III I N I I S3M I DOOR THRESHOLD.�IELD 2... L VERI ---- M _ — I I I-- --I I M — _j — RIFY J —_..-- — — — H — — . e — — — — 1 K N N 1 '- 7'-6" 7._6" N K (55 D1 S3M S3M 4I I 4• S3M S3M D1 7'-2" 9-11 .. 2._ " 2._63" 2'-E 2'-6,3" 9'-11 j" 7._2.. FM24 40 I FM24 FM24 FM24 I ED I I o I PE SINK I 00 55 ELEV. APPROX. 1.112" ELEV. APPROX.1.112" 55 PW01 60 SINK BELOW F.F. BELOW F.F. D1 I = N D1 IM. W/ CUT TAN ELEV. CAN BE NO MORE ELEV, CAN BE NO MORE D1 1-1/2"BELOW TOP OF THAN 1-1/7 BELOW TOP F SIM. W/ CU N W/C w = 0 �, 1 ILK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESH D. LK AT BASE I 0 N w W/C = FIELD VERIFY FIELD VERIFY O cn `� PW01'- - - O� 01 -- N p 1 Noy - D1 55 D1 I 1 a 0? a a a I I 55 D1 SIM. W/ CUT I O - O I SIM. W/ CUT BLK AT BASE BLK AT BASE J I I J I S3M ;T% - S3M S3M 1 L . L_1_ - ;; /;z4 71 __j 1 0 15 �u E0 V L SYMMETRICA L Z111,11 IM 03 ED S3M � S3M 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 8.41 2'-8" 2'-8" 8'4' 3'_0" Ir 13'-8" 13'-4" 13'-4" 13'-8" 6'-4" 6'-8" 6'-8" 6'-4" 1'-8" 20'-0" 20'-0" 20'-0" 20'-0" (1666) FOUNDATION PLAN (1787) SCALE: 1/4" = 1'-0" rY3 RV a rr . c- v � W � •C O �s Z C N N m ^ C LL Q- A O r N W o =co #W a N ++ C .y E s c a• � =a io ! m �+ d co _ T N d c � �o 0 a 0 i= L O -=,�, oho • ,.. •- �*yam \\` 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 Bulldlnp 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. Q Nco N$ rDD N � W di UJ 'N � J VI ri v J LL LL3 LL d Z gY_ n. 32 g w fY ; �, 0 I.I.W��QjO' m w = c czar N W ❑a z z z a N — N Z C/�. LL w ' U ° - � 0 W N :) c N A LL{+ Q N r- M S z E° OU z• Q 'T r0 k U a< oa W0 ] Z - O E g� i o �z ra c o ZLL zN _j SW �Z W �j� SIR U �N 0 .B > ( = i O L' J dam' o^O co C C� *" T d CN °' Q CL _C.0 Q: CV I-- r O O Q N Cv) -fir• Q � � T CV CO N C, LO r o Z 1/J O a EEE 3 v "3 0 _ a o c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 2 (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) 1ST FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = 1 r-0" e+7 N cm ` N to Z Q o o+ > w O � O V wr1� C' G Cn .•o'm x cU-a y so c, Vf p A N SC N 3 v 10 m! W .C7 . c.r as fO 7, E �O o CA Cj 0 S S !100 \ 00\� Illfllll To the best of the Engineers knowledge. information an bellef, the structural plans and spedficedons contained within these drawings comply with the 2020 Florida Building Code - Residentiei M Edition. Engineers signature end seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. to W a g aU. u- U. LL I a � O r- UMz M<d0 aN tJ V Z W U rvi� z z z a N � z CD C1 U C LL, � 0 w V) �N c d U Q Q N 01 d' J EO u o Z oe S ro C UYU ZLL Z� �� W c a NW =� Mj�W �4 U CV I— C � CID-o i C Q T :3 ~ 6 ° a N Cb co CL Q m a v+ R CV Cto O O M E r � E 5 Z c .2 a. o U -j �? Q 1 c J JOB NO : 22-12484-12481 SCALE : AS NOTED SHEET NO. 3 SYMMETRICAL SYMMETRICAL (1787) (1666) FILLED CELL LEGEND . CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) 0 FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 2ND FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = V-0" 0 cs� 0 ram' V L7.� O •N .0 N .0 Q N Y � d C A.y d J~ Cd d d G O p to C C � M,O p_ ca 0 tt°i�toolil{Ifill/ ,'4��• '� N '�FSS10��� ilrt100\\\ To the best of the Engineers knowiedge, 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. C M �MV� M LLJ. J W LL _ j a tau,LLLu Jai a O W��rn t$ L= cc "' N z d J ZN W OU ❑ ❑ z 2" Q J Ln A , -J ,Z -8 V Cp LL (n W } Ow U Q S� M LL E N ] p 8LL F 20 g 3� O W ZIt CL E o 1 �0 zCD W_ 3 8� �& o U (0 g .J �N 0 >M CL 8 00 CID T a 0 T CrL N^ F-- 0 IN rn N O LO 0 N M Lo C.. E m c � E E O r- Z co E U 0 Q JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 4 801-011 INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL 201.0" 201-0" 201-0e 201-0" or LOCATION R-VALUE / TYPE (GARAGE) EXT CONC WALL R-4.1 HIGH PERM g'-4" TOP OF MASONRY WALL 6'-8" 13'-4" 3'-8" 15'-4" '-0" '-0" 15'-4"' T-8" 13'-4" 6'-8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED jo 5'-4" 3'4" 10'-0" 10'-0" T-4" 64" 1'-4" EXT FRAME 2 x 6 R-19 KRAFT FACED 18'-8" TOP OF MASONRY WALL TYP @ - SY ME RI L TYP. @ CONDITIONED CEILING R-30 BLOWN -IN EAR REA (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL --„ 55 COMP. COMP. ��`" "-�� COMP. COMP. R-11/R-13 KRAFT FACED 2ND FLOOR ONLY. NO FIRST �� II D1 �� II II �� D5 II ����\ GARAGE SEPARATION FLOOR BELOW. 1 II \ 2 39 x59" SH / II II \1 _ II �, -2HOUR FIRE RATED SEPARATION _ (2) 39"x59" SH O^ I - - - �) -��- - - . II r ________ WALL %a'-_ - -----------------_._ rL_-- _ y -9'-4" TOP OF MASONRY WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ ._ _ ._ - - - - - - - - - - - - - - - - - - - _ _ T DOOR LOCATION DOOR LOCATION DOOR LOCATION DOOR LOCATION T WINDOW SCHEDULE (LANAI) , W/ SHAFT LINER ABOVE I I FOR OPTIONAL FOR OPTIONAL I I I I FOR OPTIONAL LANAI SCREENED LANAI T.O.M.9'-4" i o SCREENED LANAI LANAI FOR OPTIONAL I I TO BOTTOM SIDE OF DECKING I I SCREENED LANAI SCREENED LANAI I I R.O. CMU R.O. FRAME 1 I 9'-4" CLG. AFF O.M.18'•8" 9'-4" CLG. AFF I I SIZE (Flange) (Fin) TYPE -2HOUR FIRE RATED SEPARATION II LANAI CONCRETE CONCRETE LANAI II WALL 0 1 I 9'-4" CLG. AFF 11'-2" 8'-2" 8'-2" 11'-2" 9'-4" CLG. 12 20 X 26 18 J X 25 i S.H. o 1 I CONCRETE C 1 C CONCRETE 0 13-18'-8" TOP OF MASONRY WALL, W/ r oQ I I _�08Q�.G.Q. _ O j O 6080 S.G.D. _ I I oo 20 x 381 18 J X 37 j S.H. SHAFT LINER ABOVE TO BOTTOM i" I I --- --- - I I SIDE OF DECKING I I I I 14 20 X 501 18 } X 50 S.H. 15 20 X 63 1s X 62 S.H. -2HOUR FIRE RATED SEPARATION 6'-0" „ II = - II � � I I r---- 7177777 ---_ 4-SH 4-SH ----,- -----) I I WALL 00 LIVING I I LIVING 1 I 16 20X72 18}X71i S.H. -20'-0" TOP OF MASONRY WALL, W/ I I Op 9'-4" CLG. I REF REF I pwol 9'-4" CLG, AFF r� I I 1H2 271/4 X 26 26 X 25 S.H. SHAFT LINER ABOVE TO BOTTOM II CARPET I 2668 2668 CARPET II I ri SIDE OF DECKING D1 1H3 271/4X38j 26x371 S.H. I 7'_3j" B.F. 9'_O41" 9,-041" 3' O" 7'_34„ I TYP. � KITCHEN A DINING DINING Al KITCHEN � � � 1H4 27}x5o� TYP. INTERIOR WALL L 26 x 50 S.H. 1 z I M N 1H5 27 2sxs21/2 S.H._711BEARING WALL N I I 9'-4" CLG. A2 94" CLG. 9'-4' CLG. 4a I X 63 OI TILE 10 TILE _ = TILE 0 TILE CLG. iO N N N 1 H6 27 X 72 26 X 71 1/2 S.H. A3 00 60 A3 , I OPENING PRESSURES O I I W01 I 10 10 I I I Op 22 37 jx 26 36 JX 25 1/2 S.H. ENCLOSED - EXPOSURE "C" DINING D1 I SINK Dw Dw SINK DINING i 1 23 37 X38i 36JX373/4 S.H. _ - - - - - - AO +29.7 / -32.2 © +29.7 / -39.7 � I I 9'-4"CLG. TYP. I I I I I I 9'-4"CLG. I a _ _ o 0 0 0 I M © +28.3 / -30.8 OD +28.3 / -37.0 o,l I TILE -'+ I I I r--- ib' TILE l �rn 24 371X50j 364X50 S.H. X1 I ��" I L---� L - - -� 1 N rn I I �- _ _ _ _ _ _ _ _ I � 25 37 � X 63 38 } X 62 1/2 S.H. O +26.6 / -29.1 OF +26.6 / -33.5 26 371 X 72 36 4 X 71 112 S.H. I I 3' 44" 5'-10" 10'-14" 10'-1a" 5'-10" 3' 4 " I I DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. GO SEE SN SHEET Q SEE SN SHEET 8'-8j" -10" 2,-3„ 3�_9j" _ 3�_9j,� 2' 3 4,-1 8'_84„ 0 0 32 54X26 52JX254 S.H. 140MPH 10, `t CONT. `r Y 33 54 X 381 52 4 X 37 j S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN N 1 17RR HANDRAIL OF 1 N "ULTIMATE" WIND SPEED. THE WIND PRESSURES _ _ PW01 LISTED ABOVE ARE ALLOWABLE PRESSURES 3 - °P _ _ _ _ _ _ _ _ _ _ _ _ _ % _ _ _ _ _ = 3 sa x so s2 x so SOFFIT DESIGN PRESSURE +29.7 / -39.7 "ai =�-------------- 2 _ I � Dl `1' I I -- 2 r--- f- rn 3s 54X63 52JX824 S.H. po p0 1 - 3 - TYP. 3 - I O o 36 54 X 72 52 �X 714 S.H. _ 4 LIVING LIVING 4 - TT - 55 I SINK II GG _ 5 - GG 9'4"CLG. 9'4"CLG. GG 5 _ GG II SINK I 55 39X59 40X59 N/A S.H. HEADER SCHEDULE D1 S3M - - - S3M CARPET CARPET S3M S3M D1 DOUBLE 39X59 79 X 59 N/A S.H. 6 - j I 4068 o B MARK HEADER SIZE REMARKS w 1 4BSF � 1' - - - 6 J • 7 _ _ _ _ _ � B.F. 7 2 w 110 AREA TABULATION 1666 (2) - 2X6 #2 SYP W/ 1/2" O; 1 KITCHEN B2 �, �, I ----- 7 T KITCHEN I ( ) H1 - _ _ I 1 "' 10 z FLITCH PLATE 9'-4" CLG. 8 g iT 3 9' 4"CLG. qa TILE 10 1 r _ - h 1 10 TILE 1ST FLOOR LIVING AREA 674 2 - 2X8 #2 SYP W/ 1/2" L _ _13 9 c 9 13 _ _ J 2ND FLOOR LIVING AREA 992 H2 ( ) o I 1 I 12 - 12 I I I oo LIVING TOTAL 1666 FLITCH PLATE aQ x _ 11 0- - ~ z 1 11 J x REF i co H3 (2) - 2X10 #2 SYP W/ 1/2" %ENTRY L_ o " 11 10 --------� ENTRY GARAGE 264 O FLITCH PLATE 11 _ U FRONT ENTRY 98 9'-4"CLG. Y - - - - - - z Y 9' 4" CLG. AT H4 (2) - 2X12 #2 SYP W/ 1 /2" CONCRETE = w w o CONCRETE LANAI 120 FLITCH PLATE p H 9 - I I I I _ 8 Q p In TOTAL AREA 2148 H1 H1 H5 (2) - 1 3/4" X 11 1/4 LVL 12'6'-44" 4'-11i" 2'_22" U '-91'_7 - �I T.O.M.18'-8^ T.O.M.18'8" I� 3_ _ 0 2'-2? 4'-114" 6'-44" 2'-4"1 AREA TABULATION (1787) O 2.0E Fb=2950 _ 6 - T.O.M. 20'•0 T.O.M.20'-0" - 6 iv 1ST FLOOR LIVING AREA 759 (2) -1 3!4" X 91/4" _ _ _ _ C I I 2ND FLOOR LIVING AREA 1028 H6 FOYER ;" 1 12 13 1 4 5 - - - - Il oo J J e� 5 14 (3 1 2 1 1 FOYER LVL 2.0E Fb=2950 - _ J J _ - in LIVING TOTAL 1787 1 I &D I I I - - - - W Q =' FOYER FOYER ' = Q `�' 9'-4" CLG. 1 1 (2) -13/4" X 16" 9' 4"CLG, LVL 2.0E Fb=2950 I 13068 TILE °° 17R I coA iv iv I 17R TILE 3068 I 1 7 iv 1 I 1'-0"3,-0„ „ Cl) UP I I I I �, a I E8 9'-4" CLG. 9'-4" CLG. i i �b I a I I I I UP 1'-0" iv GARAGE 265 I I I 86� N ( TILE TILE I ��0 I ( I I 3'-0" I I FRONT ENTRY 12 H8 (2) - 1 3/4" X 7 1/4" LANAI 67 O LVL 2.0E Fb=2950 (3) 2 X 4 #2 SPF 1 (3) 2 X 4 #2 SPF TOTAL AREA 2131 Follow Q/S4. See Plan for I STUDS # S 16d T 6-1 " " " () = I (2) - 2X4 #2 SYP W! 1/2" a 2 -6 7'-0 7 -o" 2'-6" 6'-2" 3 -8' STUDS w/ 3 16d RAG BearingWall Call Out When 1 TOENAILS BASE W.H. TOENAILS BASE 'r" 1 = FLITCH PLATE 1 2668 @ @ 2668 1 Straps are Required 4 1 B.F.co BUILDER TO er O rd B.F. 1 d 1 O O O "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PROVIDE BUILD R TO BUILDER T BUILDER TO 1 '" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.O.M.20 0" PROV E PROVIDE PROVIDE REQUIRED STUDS PROTECTION T.O.M.18' 8" APPLI CE APPLIANCE'APPLIANCE iq WHEN REQUIRED PROT CTION PROTECTION o PROTECTION General notes r PER FBC WHEN REQUIRED c WHEN RE IRED WHEN REQUIRED B6 °� T B6 PER F C roi cn PER FBC PER FBC 1. R302.6 (Table 302.6) If water based ceiling texture material is used, 10 GARAGE0 C C T.O.M.TOM20'-0' GARAGE = Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER 9'-4" CLG. AFF GARAGE GARAGE T.O.M.18' 8" 9'-4" CLG. board for 24" o.C. Framing. Note sag -resistant gypsum board CONCRETE CONCRETE POWDER „ a9'-4"CLG. 9'-4"CLG. AFF 9'-4"CLG. AFF 9'-4" CLG. may be used I.L.O. Of 5/8 gypsum. 5/8 type X gypsum board TILE CONCRETE T-2" 3'-2" T-2" T-2" CONCRETE TILE Q must be installed on garage ceiling beneath habitable room(s). =Ta PW01 PW01 Q _ _ _ 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts D1 N N D1 0, penetrating the walls or ceilings separating the .- ENTRY ENTRY TYP. TYP. r dwelling from the garage shall be constructed of a minimum No. 26 APPLIED O 1 H4-SH = 9'-4" CLG. AFF 9'-4" CLG. AFF = 1 H4-SH [� APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r------ - - - - - - - - - r_� - - - - - ---------- °Q CONCRETE CONCRETE °Q r-------- ----- -, r----------------, STONE I I I `O I d I CO I I I STONE 0 or classl duct 4'-4" 2'-0" 2'-0" 4'-4" board, or other approved material and shall have no openings into I I I I I I I I PP I I I I I I I I the garage. I 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 I solid wood door, solid or honeycomb steel door, or 20 minute fire I I I I rated door. I I I I PW01 I I I I I TYP. @ K I I K I D1 I K I I K TYP. @ I 4. R302.7 Any accessible space under a stairway shall be protected I GARAGE I I S4M I I S4M I I GARAGE I with ''/s" gypsum JAMBS S4 I I AT I TYP. I AT I I S4 JAMBS board. T.O.M. 18'-8" 9' 4" CL�� AFF _ _ _ -4 CLG. T.O.M. 18-8 T.O.M.8'-8" r8"CLGIA�F--------- i --- GARAGE I ----------------- j:12 GARAGE ------------ ------$''Z:LZ3. T.O.M.8'-8" - - - 0 5. All doors and windows providing direct access from the home to the ZQ� - - - - - --------- _-_----__ _ _------- -------------- ----- iv pool shall be equipped with an exit alarm complying with UL2017 --__--___ ____ _____-__ -_---- ______-_- ____ that has a minimum sound pressure rating of 85 db a at 10 feet. The 8070 O.H. I 8070 .H. O SYM I RICAL O 8070 H. I 8070 O.H. exit alarm shall produce a continuous audible warning OI I 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 T-O" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 4„ 4" 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" T-O" 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 20,-0„ 20,-0" 20,-0" 20,-0" attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 01 garage side. Garage beneath rooms shall be separated from all 80,-0„ habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also \17871 protected by not less than 1/2 inch (12.7mm) gypsum board or (1787) \/ 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"=1'-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass c.� 0 e.r co o r d p 2 -_= o U Q h O m O X C LA_ O. N n = C7C= � d fta wY o Q 7 . Osi'Cf C 2�. C � o a � �' •r• N S ••; N 0, - NN 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. WW a Eo Cl) 8 = 0�� as CN g » WLL LL CL W a Z v W g :g PT Co �+ ILZ k N OU Z W ❑❑ z z z � � Q - N V) �C1 z � co ij- LLJ V) c U � QC Q cm s o _ _ � n iOx W � i 14 8 Z Ff0 -C10 o o �� hw >WC Z Cq J No Q� gZ $ wWW aZ W,z O w c �5 a ro12) SI U S >M ..L O1 L° J 00 o^O co c a �--- 0 N o- o� ca CN _ F- LO O O O � aLo 00 c E Z LO E O Z m a- o v a3 to _j Q o c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 5 0 80'-0n 201-011 1, 201 -0" 20'-0" L. 20'-0" e� H02 TYP. IV6 _�,, 11 5'-0" rod �6 o� 0 ' W.I.C. 8'-0" CLG. CARPET 6.�L (1787) (1666) (1666) (1787) 2nd FLOOR PLAN SCALE: A"=V-0" INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) LOCATION R-VALUE / TYPE 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 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. GARAGE SEPARATION R-11/R-13 KRAFT FACED WINDOW SCHEDULE -2HOUR FIRE RATED SEPARATION WALL R.O. CMU R.O. FRAME -9'-4" TOP OF MASONRY WALL SIZE (Flange) (Fin) TYPE (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 12 20X26 184X25i S.H. 13 20 x 381 18 JX 371 S.H. -2HOUR FIRE RATED SEPARATION WALL 14 20 x 50 j 18 } x 50 S.H. -18'-8" TOP OF MASONRY WALL, W/ 15 20 x 63 18 J X 621 S.H. SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 16 20x72 18x71 S.H. -2HOUR FIRE RATED SEPARATION 1 H2 27 1/4 X 26 26 X 25 } S.H. WALL 1 H3 27114 x 38 26 x 371 S.H. -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM 1H4 274X 501 26 x 50 S.H. SIDE OF DECKING 1 H5 27 4 X 63 26 X 62112 S.H. TYP. INTERIOR WALL 11-16 27 JX 72 26 X 71 1/2 S.H. BEARING WALL 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37JX381 36jX373/4 S.H. OPENING PRESSURES 24 37JX50i 364X50 S.H. ENCLOSED - EXPOSURE "C" 25 37 X 63 36 } X 621/2 S.H. O +29.7 / -32.2 © ♦29.7 / -39.7 26 37 x 72 36 } x 71 1/2 S.H. Q +28.3 / -30.8 D +28.3 / -37.0 DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. O +26.6 / -29.1 TF +26.6 / -33.5 32 54X26 524X25 S.H. O SEE SN SHEET O SEE SN SHEET 33 54 X 38 1 52 J X 37 i S.H. 140 MPH 34 54X501 52JX50 S.H. 35 54 x 63 52 x s2 S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES 36 54 X 72 52j X 71 S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES 39X59 40x59 N/A S.H. SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE AREA TABULATION (1666) 1ST FLOOR LIVING AREA 674 MARK HEADER SIZE REMARKS 2ND FLOOR LIVING AREA 992 (2) - 2X6 #2 SYP W/ 1/2" H1 LIVING TOTAL 1666 FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" GARAGE 264 H2 FLITCH PLATE FRONT ENTRY LANAI 98 120 H3 (2) - 2X10 #2 SYP W/ 1/2" TOTAL AREA 2148 1 FLITCH PLATE AREA TABULATION (1787) H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE 1ST FLOOR LIVING AREA 759 (2) - 1 3/4" X 11 1/4 LVL 2ND FLOOR LIVING AREA 1028 H5 2.0E Fb=2950 LIVING TOTAL 1787 H6 (2) - 1 3/4" X 9 1/4" GARAGE 265 LVL 2.0E Fb=2950 FRONT ENTRY 12 (2) - 1 3/4" X 16" H7 LANAI 67 LVL 2.0E Fb=2950 TOTAL AREA 2131 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for Bearing Wall Call Out When FLITCH PLATE Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note''/z" sag -resistant gypsum board may be used I.L.O.Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. R302.7 Any accessible space under a stairway shall be protected with 1/2" gypsum board. 5. All doors and windows providing direct access from the home to the 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 exit alarm shall produce a continuous audible warning 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 acceptable. 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 garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also 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) ® 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 ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass N c) w.. > GL>t s o - U 0- �' P C Rf C.) CV Z r C LA- C-4 .G N y to >E�_ c2 a A ai 4j o co ' - p c E c C, v O rl�ti�towO."11111 ' `�•.••''SE` tJ •,t� ^,\ OF N �\y\Q� , FLO fr2'1OFESSIOV%P�,t\��� off 1111 11111 t r l tlt`1y�\ To the best of the Engineers knowledge, Information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 N N 0�� ie in LLLL N LL LL u I11 J _ �Z 103 - O d i o W I IL C'jq1 . 'n m Z d 3 N - OU N Z W ❑❑ C7 Z z i? J U) - N V) V LL o 0 w In y LLj p° 4I o co ffi "-a oZa aEE OU I- M �� 8 a v0 Zso� N r �Z S �2 "J t o Y C/) C W O� Cn CW Mjp ww akxk Z o3 .2La co a Q a- f--- o t0 o^O co c = T aCr N Co U) m n O t]. Q �-' ++-+ N 1 LM ` v C° 04 E Z c_ E 0 Z m a v cc c� ¢ o c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 6 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 (DOWEL INTO LINTEL) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) vvvvvvvvvvvjna 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 801-0" WALL -18'-8" TOP OF MASONRY WALL, W/ 20'-0" 00 29.0" 20'40" 20'-0" SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING SYMME RICAL _ -2HOUR FIRE RATED SEPARATION WALL u coMP. coMP. a li coMP. COMP. N 20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM %1 i " ° r ___________ SIDE OF DECKING ----------- '�--- -------------- ---- L--- ---.0 Ww ------------------- --- -------------------- ----------------------------- ----------------------------- LANAI LANAI i i BEARING WALL LANAI LANAI II II II � II II --------_ II II ----------- -- II LIVING i i LIVING II REF REF II KITCHEN DINING DINING KITCHEN DINING I SINK oW DW SINK DINING I I I I I I I I L---•r O O I I I I O O r----1 I I I I I I ---------- I I i I I 1 1 I ----- LIVING LIVING GG _____ o o I II _ II I I IF S3M-----�I I C� I KITCHEN ----- KITCHEN Z I i0 a II — II L J II II REF I I ENTRYL_______ _____ _J ENTRY II II FOYER ----�� ai----- FOYER -----W i FOYER FOYER i W----- I I I W.H. W.H. W.H. W.H. I O O O O o GARAGE GARAGE a POWDER GARAGE GARAGE POWDER ENTRY ENTRY ------------- r------- I I I I ( I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I 1 I I I I I I I I I K I I K I I I I I I S4M I I 54M I I I 1 I I T AT I I AT I I I ---1----------------1--- I I I I ---=----------------=--- I I I GARAGE GARAGE I I I — — — — — — — — — — — — — — — SYM (TRICAL I 20'-0" 20'-T W-0" 20'-0" 80'-0" (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" Cn N 4 c� Z' o cr.o Q C <4 V N w m o •r'n .p ems+ s N. O Q r N Y syL.. N y a of m s sue•= r. a� CA E o 0. u N - - <,I- -/AJ OF Q" ;- •.FLO S S 10 N /I//1111111' � 1111��� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) M Ea ggqQ U L 0 o Ok LL 0w� 11 tri 'L a Z -ern o A Q Yi W_ N (D Om IL w N Z Q N O U � N W z g z 3 � J N NT z U 0w S(DVI In (.0, Cl-N => 8 A a w � 2 e U Q N �l o A co w E tg ao �? g ao of � 0 �$ o Z o E$ ry c 0 z ti zc33 J �b gw W � a N U= u s 0 VS °N >M T 3: � a m � Imo- S ono c Cr 0 il C 1 U) a co m CL Q r O O aL0 C11 ca cv o ey Z E O r N Z c a E U -j p ¢ p C JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 7 WALL LEGEND FILLED CELL LEGEND 8'-8" TOP OF MASONRY WALL CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM (GARAGE) 777 9'-4" TOP OF MASONRY WALL ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) �'� 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 SIDE OF DECKING 40 20'-0" 20'-0" 20'-0" 20'-V 01 -2HOUR FIRE RATED SEPARATION svMM TRICAL WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM I ( I SIDE OF DECKING ----- ----- TYP. INTERIOR WALL °kojm%° _____r_____ I ( f -----�----- I °N AMN BEARING WALL IL------- I ' --------- 0. BATH ----------- ----------- - — - — - 0. BATH ' 0. SUITE i i I I 0. SUITE I W.I.C. W.I.C. I I 0. SUITE ii i I I ii Ili 0. SUITE I I I W.I.C. 0. BATH 0. BATH i W.I.C. I I ---- LOFT I I I LOFT --------- I El Z Ic-- ---- LAUNDRY I ------- ------ I LAUNDRY I ----------' rj� '----------- LOFT LOFT - I LAUNDRY i I LAUNDRY r—fir I r—K-r III 111 I/ 1\II I — �- BATH 2 {---------- 1 I - �- - BEDROOM 2 1 BATH 2 '� - '� --BEDROOM 2------i I I I I I ° BATH 2 I ---------- ---------- - - - - - - - - - - ---------- BAT 2 ° I BEDROOM 3 O BEDROOM 3 I , I � BEDROOM 3 BEDROOM 3 I I BEDROOM 2 BEDROOM 2 -------------------------- ' _--_- _____ ' _____ ----- _-__- -------------------- _____J 20'-0" 20'40" 294r 29.0" to 80'-V SYMMETRICAL (1787) (1666) (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" e+� o cw Z 0 m -o .© �L U �• tO C !p V N a °O x N C 6A- 0. f6 O - � b N r @..�:. CV CUY m at d�^Q iv 3 d E o E\�I%11111 111//1-" v S CIO •,• Y �• L 0 • ••V SSIOV4 % If ��IIIIIl1 fliEt�11111��\\ 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. M N O 00 N M 0 k 4 a Q LL LL LL 0. Z — 'D Q' a 52 20 20 FIR 0W11 r00�9jO1 m Z IL '" NCl) z d J N OU 0 = W as z� to N z � C7 o LL � LU •u 0 c �V1 � U � c < C, C, M __j LL us 90 p LL Z Q Q E O U �� ����g� oa ZFes- N °dz fag z P: � �a N C C " r zcr >� z W �Zz g S 1=Iw 4 2 C 124 >M a 0 O o c C T °- � QC�o� a GV 0)O O c` b' cfl N cM N Ln E ro Z � LO E O N Z a •• v :: U 0 c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 8 (1787) COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 TEXTURED FINISH 12 5F,� ------------------- TEXTURE FINISH A +1" PAD FLASHING- -------------- --7-------------------------- OFF RIDGE - VENTS, TYP. (1666) OFF RIDGE VENTS, TYP. �IBERGLAS' -SHINGLES -------------------+------------------- TEXTURED-� FINISH I 12 �- - -FLASHING - L. _ _.. �4- -------- 4 --- - .....- ------- SHINGLES - , ----- - 16" BAN ------ I �® i TEXTURE ------ -- - (2) 39"x59" SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FINISH --------------- (1787) (1666) SHINGLES TEXTURED FINISH --------------- (1666) _ - ._- _ ._ a I COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 (1787) FRONT ELEVATION 12 Q5 SCALE: 3/16"=1'-0" --- u 1 --------------- - --- _. -4 TEXTURED FINISH (2)39"x59"SH ----------- - - - - - - FLASHING +1" PAD 14 ----------------------------- 12 ------- ----- 16" BAND i " () 9' x5 ------+-------------------------- - -- ------ (1787) REAR ELEVATION SCALE: 3/16"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 Qa 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 cra !V 0 N ctra z CC*C-2L) �7. > W O _ tf d o O o m x LPL N C d ''- � N O E Uwa 3 3 to +� CD .0 Y. .% 'na� C� fO o 0. V ' 1t11111111 !/ ,� •• ��N E •.• CU0A:J fx YJ 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 - Resldentlel 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» O MQ �MOV di 7k " a _ 0L QLLLLuJ c °� o. W � � �Oc 2 T � IL r5 co N NZdJ Z 66 g v W ❑ ❑ C9 z gN ch z $ z WN z P1 0(INJ N g O w $ to c a, LLI c Q Ea O o° z0 Z o E &� Nag L K in C �> g& Z �3 ° Wa 3 �5 O Oil OV r a O0 ila °N >M L2 O � F_ t• co^O C QO '--' 11 CV c,D m a Q ~0�� oCN 0 0 Co 0 4 N Lo 00 \ T E c, O , y Z m Z E O U) d c ll E U J Q 0 J JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 9 io ;01 o 80 ' 6 It -A 12 5F,� 12 5� --- T—'--------- -----------------------.------------------------------------- TEXTURED FINISH 1 H3-SH FLASHING METAL ROOF — �74" 7:12 PITCH— ... — -------------------------------------- +1" PAD -------------- ------ L ----------- ------------------- ==­=== --------------- FT 12 5� HEEL---------� T_O.P. - HDR. -4.1 -----------�J' 4 12 F_FL_--- V------ --- ------------- EXTERIOR PLASTER ON FRAME / --------------------------- BRG_AT GARAGE _ - - - CJ CJAVEEP F TEXTURE Z— FINISH F.FL. -------------------------------- TEXTURED FINISH ----\ --------------- (1787) 12 5F,� 12 �5 12 Q5 -------------- --- +1"PAD ---T -- -- 16" BAND 12 Q5 ------------- rX-- TEXTURED FINISH H_E_EL -------T.O.P.-- HDR. 12 �7 F.FL. EXTERIOR PLASTER _ ON FRAME--CLG_HGT. �-- _ _ _ _ _ BR_G_AT C tiAFtHS'I• ----------------- 1------------------ L--------- EEL -- LEFT ELEVATION SCALE: 3/16"=1'-0" --------------------------------------------------------------------------------r --- TEXTURED---" FINISH 1H3-SH sa xoa an T-9„ METAL ROOF --- 7:12 PITCH +1" PAD +1" PAD — 1�: — — -_ -- ----- — — — — — — —------------------------------- --- =16"BAND---- (1787) x H TEXTURE FINISH ----- RIGHT ELEVATION SCALE: 3/16'=V-0" 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. I tmenor uovering I 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 4X N 0 - N Z a W ...� v aC� o C f0 V N — m C Li G. N O N L N O 31: ea > E s c d�=Q � 3 y o m .c�i 6) = a N O.� E o L 0 r. .ti `ietilu k p CiT, •• N C) FLO�-` OP E S S) O '�'���orrfrtttrt►►������� 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. 0 W v (0 g Ai $ Q �LL� u 0 Z 0 a a C.,a Q 2_o W o �Ojm Z IL LL d Cl) Z Q N' C"I ZOU N W I� 0 z z z a 13 (1) � z jt U f � WW U O c �N e � S "- W0 s Eo a a• QO ru N d oLL '6 W�� j O V r g� rr5 ?� Z v A gl3 �N 0 >M 2 rn 0 Ca H L' O J lid" 00 CU Q '— ' = T CrLID 00, N Q co ++'.+ _a i N LO F— O O s C-� to 1 N 00 (0 N o �, z C LO z ` C a o v -i a o JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 9.1 LAV_� 1, I �1 vvC I I � � :: S NOTE: u • W =112 OPENING DIM, • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1787 LAV 211 3" iiL Doi +2rr NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH PLUMBING RISER. SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER All r 1021" FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 41 An SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED e— FRONT VIEW �i 3�" SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW rti 0 4" ca . 0 nz Z' all Q > W i O 41 CS C'3 C D C-4 u.a V V O N d a. fi�nu` Q, o .ac �' � •3 0 m y a ra C O A N Q. C [+ A O. 4 V O �5, ;t'yttt9111 !// /V _ —je of v • �O 4K w �• P� <) • z s �'•. F L 4 '�//�urrrt►►R►�c�� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N O M uL W —r LL LL ,n �lL 6. °' C 7' L rCa MC � C W 0) m `Go c' M Z d `� uz N O U uVi W ❑❑ Z f` a & N 1 l LL � TN1 V) fC� W U � O w JIM V) Q N � M W LL Chi E z a p a z _E�� 0s C C: � C Z ....r d) w w WTI ei w� S25 0 C `V 'M r~ CL a e- o 00 ono cp c :3Cr T d CV C�om a GO r a iE CV 0) o 0 -moo �M CN °' o Z L r E 0 Z c c 0-U E ai ° Q O JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 9.2 *-1N T *=1N T CONI . RETURN TO WA SCALE: NTS 9 DRYWALL CLEARANCE 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 OC LL LL H C C 00 r` VERIFY 01 W/ PLAN TYP. ARCH DETAIL SCALE: 1/4" =1'-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 U FRi ALL 2X1 'RIN, (1787' SCALE: 1/2' =11-0" it 0 STAIR SECTION MIRROR C 6 L-em 44& BATH 2 OWNER'S BATH KITCHEN KITCHEN KITCHEN L O 00 L C 0 Fil TLI-1 3 46 BATH 2 OWNERS BATH KITCHEN STAND Y STRIN( CLIP TO 0 L 0 ih 0 N (1666)I SCALE: 1/4" =1'-0" KITCHEN (1787)I SCALE: 1/4" =1'-0" NTERIOR ELEVATIONS cM NOTE: INTERIOR ELEVATIONS WILL BE I FLIPPED FOR THE REVERSE UNITS. 1 KITCHEN NTERIOR ELEVATIONS NOTE: INTERIOR ELEVATIONS WILL BE FLIPPED FOR THE REVERSE UNITS. 1666)SIAIR SECTION SCALE: 1/2" =1'-0" M N lC=V a Z . a� o Q G COmK N e11 O ar � elf y a� ss 'rr c r- a ca CC N C A p 0 w �1119t111111/ ,•,� r�t0 W U �0 OF ••"' �• F L Off\• 4u ✓��ri4ROF S'S S 1 O 0,�\\\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to N Lo0 � 1? ar•t`� h G J LL W (' �LLLL a Z Lrn a it W c z c) Z d 1::ILIn (y J do Z W z � r z Z n a 4CD . f6 W o jt` '1'�• J Ow V) c �, w SO < C" S z z Ch zi �o �.o ip oLLzQ Z a � gQ yoI a 5{O Z E a� Z& Z(N� QJ m 4 Z XZQZQ� (IF)J <b Da JU �C o Z S25 .co o Z o g `N >M _ 0) 0 f--- o o 00 c T 0 N (� O ciaoC.10 coo- r-L Q LO F— O 0 0 N LO �; CV `D • E C ' O r O IV Z C a w ¢ o JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 10 `AIINf2x1 7nKir 4 SV.uIaCAL (1787) (1666) T(1666) (1787) i ROOF PLAN SCALE: 1/4"=1'-0" rh ca N �.O � o Q c W a� o a � 4 QJ C C— y� d 4M Oar. �2 M y w oa C � O � U Ca y�: `� •Q 'v • CINI L r 4 510 100\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W E t� 04 aL (II �n�� " N �• LL a Q C .J LL W _ -gymg a �Y Wes°'°' reN 10 0 Z LL a� � Mza cV U "z W L) U) ❑❑ Z N M Z Q U) v I �4-J z V Cn Q U _ � Ow �V, C c w s U A L" °,i Y • Q C,4 OD O M c'3 � a a4 -ii E ozQ • 3� "° QQ raz O¢¢ < O U 8 t Cn C x Z � N y� 6oW o 00 J W �o J v gla T = $ 3 �N 0 >M a H C r; � c r 0Cr N co � m sZ C d--- 0 C O c d" cD04M O < � N � ' N \ cD 04 T o m z C LO E O42) w r z a U S Q 0 � JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 11 (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 O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META-12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12J a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 38.22 60.99 60.99 60.99 78.58 �— —r � ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 1 ��)/ \ r I I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ` I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: l O l I O I SHINGLE: Y/e" EXP. 1 0%6) or'" EXP. 1 (33/je) � I i � TILE: 1 y32" EXP. 1 (3ye) I I r I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r r ~ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS '�'I� 'a=4 ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/7' HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x21/2"SIDS 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 3-112" 9'-4" TOP OF MASONRY WALL O HUS28 1760/4095 ** 1720/3125 **1 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 18'-8" TOP OF MASONRY WALL S VGT - M 4940 3555 w/ (16) 114" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME -2HOUR FIRE RATED SEPARATION WALL 44" 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 SINKERS & (14)1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3) 160 SINKERS& (10) 1/4" 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 77 -2HOUR FIRE RATED SEPARATION WALL -20'4' TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF *** DO NOT DRIVE NAILS THROUGH ALL EPDXY ANCHORS SHALL NOTE: DOUBLE FELT REQ'D LOADS ONLY THE TRUSS PLATE USE SIMPSON ON ROOF PITCHES ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD "SET' OR USP CIA-7000C (SEE MANUFACTURES SPECS) 3/12 & LOWER. FORCE THE PLATE OFF OF THE TRUSS. REVISED 12-02-20 TYP. INTERIOR WALL LOADS - ROOF = L / 360 FLOOR FLOOR JOIST SPACING SHALL OC FOR CARPET 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 SEE PLAN FOR ADDITIONAL 8d NAILS AT VALLEY TRUSS OUTLOOKER r 4" O.C. INFO. INFO. i GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL 4a a.. MASONRY WALL BELOW: SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM 7 OR BEAM BELOW: SIMPSON HTS20 @ SEE TRUSS PLAN z q,. 4'-0" O.C. TO GABLE TRUSS . COMMON TRUSS a.. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" LOW ROOF &FRAMING PLAN SCALE: 1 /4"=V-0" 12 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (••). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS N7 CV N � o .; W Z o Q Li ca. r` N m x ro Q y eon+ CU E t c � = a eo y ao i� c� as T H E� >w ny o ii u w •'• - FL,•• �, OFE SSIONP���� \\ �'/Vld1i P I I11111\�\`\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifloatlons 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. 61 W v EE C. O N 8 N d C 0 'T 5 aU)��L3 i d/J a zS2Sz yM W u- r+ 5 a Z CD(I a o W0LNG rR °' °' m d J N Cl) ILW In N MLz OC¢) 0 y Z W ❑❑ N Z o z W a CD N CD �nV}rWW/1 LL � O w s LLJ Q o rr i J LL- O M go aE fC F— g� < �Z® �p -- C,4 C1 0 8 4:D i Z C N z� rn J y ab iZ o W ? 3 U 3 8� �s az U Z xG �- �N 0 cv) � o Q E—Cn- `� J L � 00 OHO "p C Q T' IZ N � Q a N ~ O CD O LO C° E z LO E p z �o a E U 0 a p JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 12 RSH ENGINEERED CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF OHEIGHTS 25 ft MPONENTS D JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GAB'� 1 LE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 +- -1\ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD i \�\ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C, ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: II SHINGLE: Y16" EXP. 1 (2%) or 1Y32" EXP. 1 (3�ie) TILE: 1 32' EXP. 1 (3V16) I NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tV32', SHEATHING SHALL BE FASTENED L. L I WITH ASTM F1667 RSRS-03 10d (2%' x 0.1311 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a-4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] WALL LEGEND --� 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. -2HOUR FIRE RATED SEPARATION WALL 4 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 77 -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 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. a-. MASONRY WALL BELOW: 4.. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ \— 4.. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 4.. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 12 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ _ J HTT5 4350 3740 5/8" ANCH. 126 10dx1-1/T HTT5 5795 5/8" ANCH. /(26)10d 0-1/2 K HD38 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' x 21/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "* 1005/915 "* 8 - 10d x 3" JUS26 1 1000/1080** — 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 "* 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ USP CIA-7000C IEPDXY I I V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 13100-M 4520-F 13100-M 3800-F w/ (32) 1613 SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY «"* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 WI 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') "FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O 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 x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS cm nr o r- Z - w o .:E� d C- 1 .. 4GUo X ., u-. d d a 1 c V ^ t ak 3 �o 90 dd, ar a. A O a. u 0 w XX\gRO W _ J FLO,.•' 4, 'i4'c'OFE SS\OV" ww /7,e1 WillIIIW0\\\�\\�� 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 - Residentiel 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. gE N q Q N O # Of 0 MLLLL a _ �FeN 0 rn Z LL GO MZ d O U 0 h .z W ❑ 11 7Z z � a J (nv) �4-J z1W 0 .1 U C/) W n e OW V) c •, W s v 1 U Q • w S lei M y o WW LA E $ io a �z 2 >p$Qy < oa Z � ~ r0CL ro g14 ro O 4 Zj C` c +T =g N Ou Z 0 YZ 3 W� 8 z N Ji o �N 0 >M = CL 0 H -j o CU O _ �'O :- w d CV cep o U) O cfl CV CN a)O CD O JQ O 4 � LM 4 < C1 E N Z C, E C)d r rp Z M a U -j Q O C C JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 13 I<; LANAI OPT. CLG. FP LIGHT PW1 \♦♦ DINING VERIFY METER LOCATIONS WITH BUILDER PROVIDE 12" MIN. VERT. SEPARATION FROM ANY / ALL UNDERGROUND UTIL. �►Y1 WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9 -4 TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 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 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 OPT. CLG. FAN/ LIGHT PRE -WIRE 1 I I / / / 01/ LIVING OPT. CLG. LIGHT PRE / 1 I 1 \�3 TV SYMMETRICAL COMP. COMP. INP WF 3FI � / II I p � GFI r � -----------.----•---------- LL--_.. OPT. CLG. FAN/ LIGHT PRE -WIRE LANAI 3 �_ l/ \�) ` GFI \� 69 F� REF \ ZI KITCHEN DINING I \\ i 1 1 / I \-- -�� _ / / SINK DW - FL ---,II GFII GFI GFI - - - - SD014 7,-1 �° \ OPT. LG. FAN/ LIVING LIGH PRE -WIRE Y (NI /9 70 -- BOVE _ /le V V / / ROUGH -IN / FOR OPT. FAN/LIGHT - - - 6 \ \�\ — iH 3 �\FOr I YER / 1 I I I 1 qp GFI @ 44' ---.G I @ 44' /UIJ��-� CH / \ A.F.F. 0, A.F.F. \� / / \ \ / s / VERIFY �� W H W'H' /� VERIFY j LOCATION ♦♦ O LOCATION ♦`\\ 3 M / ELECTRICAL / ELECTRICAL PANEL / PANEL j �♦ Q 1 I I DB \ \ 1 I \ \\ GARAGE GF 1 GARAGE GARAGE �1 \\ LIGHT AS GA- Rom'/ ♦ LIGHT AS / PER SPECS PER SPECSGARAGE �♦ ��� GARAGE ��\\\' DOOR % / % ENTRY / r -DOOR r r------------GFI ---r Ir Ul- - - - - - - - - - - - - I I I 1 I faI \ I I I I I \ I I I I I I I I \ I I I I \ I I I I \ I I I I --- ----------------IL_ I I \ -----__ II \1 6 ---� ------------------- ----------------------------- OPT. CLG. FAN/ LIGHT PRE -WIRE LANAI ,fir 1 1 GFI _ _"_ _ _GFli!_ , ♦�000 REF w DINING�i KITCHEN I Z 1 O 0 i� Ili 1 \ I \� DW SINK --I `\ I I ♦♦ 1 1 r—— — j I Gf GFI GFI (71 T-1 LIVING / GFI 1 ENTRY `\ / ------ f --- \ I COACH LIGHTS COACH LIGHTS / SYM TRICAL \ OR PREWIRE AS � \ WP �\ OR PREWIRE AS ��i WP WP \ PER SPECS ���� WP \----' ��-- \� PER SPECS �_.. -------''�� SD/CM II it / OPT" LG. FAN/ LIGHT PRE -WIRE SWITCH ROUGH -IN - -- FOR OPT. ♦�\ FAN/LIGHT . c�o 3� - I (1787) (1666) GF1'ba 44" A.F. 1/i VERIFY `♦� W'H' / LOCATION / ELECTRICAL \\ 1 PANEL \ I 1 I 1 I I \ 1 \ \� GARAGE GARAGE / ♦� LIGHT AS / ♦� PER SPECS / GARAGE DOOR GFI --------------- I I I I I I I I I I I I I I I I I I I I I I COACH LIGHTS OR PREWIRE AS > `\� PER SPECS61 WP ABOVE /1 OPT. CLG. FAN/ / LIGHT PRE -WIRE / 1 I I LIVING `♦ �\ OPT. CLG. FAN/ LIGHT PRE -WIRE L� AN 72 OPT. CLG`FAN/I CiC�IT PRE-WIREI i \ 1 I I 1 \ I \ I � r—� rGFI t L----_kV11 -_ r� GFI / G I a/:oDk 1 KITCHEN iW I I DED. FOR / 1\-~ MICRO '(0) �I REF GI __ ____� ENTRY GF GFqb j CH I / I B 1 I — `: FOYER -�O 7 I I j SD/CM '-6" T-0„NI I 13\ A10 AL FI @ 44"�" --� �♦ A.F.F. "� W.H. VERIFY \\ O // LOCATION \ / ELECTRICAL / PANEL 1 j I 1 � GARAGE / 1 GARAGE % \\\ LIGHT AS PER SPECS GARAGE -DOOR - _ - - - - - - - - - GFI I I I I I I I I I I I I I I I I I I I I I --- ----------------1---- I I --- COACH LIGHTS WP � OR PREWIRE AS \\ PER SPECS �- 1st FLR ELECTRICAL PLAN SCALE: Ya"=1'-0" 210 CU GEC CONNECTED TO LIFER AND (2) RODS 00 150 AMP 00 150 AMP 150 AMP 150 AMP (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (2) 3" SCH 80 PVC CONDUITS (1) 1" SCH 80 PVC CONDUIT WITH (2) 500 MCM XHHW AL WITH (2) 2/0 XHHW AL AND (1) 350 MCM XHHW AL (1) #1 XHHW AL EACH CONDUIT (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 AMAIN 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 PqF WEATHERPROOF DUPLEX OUTLET W.P. F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET . HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH ?- 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE n RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH 1 CHIMES (OPTIONAL) �9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT j] ELECTRIC METER mpg. ELECTRIC PANEL -M._t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT eh 0 . ati n Q � 15 d CL)� > 4J O L a ca ai o c eovN CO.. c L& a y ld O +'NY Me 20 E� co a s' 3 m is w ar .n N ¢� C G A_ V o N 0 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 - 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 F a N 0 (0 o S co (A 0 a WN -V 7 C J LL W gLLLL _4rn to a S W c"� �T m LL LL Z w Wiz° d = a -' 04 o OU z z $ z gg J - Z tNp C1 O to �N f'a �-C9 ' U W J I U • c 2 6 Cl) _j o o 4o ii E cc rr6 08 Z — o Aga a = O z � ru do CO '0 Z�=zZ J (9 R¢¢ > Z �2 W� tV �K Z I2I4 lgMlqyy LCV >M ~^^`` CL O ~ 0 cr) L o^o -p c 'Q r T Cr a 04 NLO cs�Co CL Q CV F— 0) rn O c -0 It o cn N M .0 O N U) C'V E L0 r 0 z ' O a. o 0 ° ¢ o JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 14 rn r..s c .i- I N N 1 4- F_ I 4 N r� o+ 3 a NO E c N EE i ri U 9 0 N N 0 a It N r, WALL LEGEND �--- ^—, 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL '-8" TOP OF MASONRY WALL •2ND FLOOR 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 I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — (ns7) (1666) SYMMETRICAL SYMMETRICAL 2nd FLR ELECTRICAL PLAN SCALE: Yn"=1'-0" I I _.—___J Riser Diagram 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 600 AMP SERVICE QD 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 BhEAKER 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 FIEF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FIEFG.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. 24 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 a TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo 11 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) HD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _IQ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ch N 0 N co Z c o -ti W Z1. W O L L_ O CJ a t� O C Ifl f� N � m x C 4 d N cc y .g ly t ai oa E — c — v m A C O p., u N N 0 N N r N To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a 8 N 53 FA U3) t-- I'L 32 a3 * M rNi v p LL �LLu- LL a z— -6- a �[ 0 WC� W rSi�4'O' mLu )a W) ClIL N OU 0 Z W DO z C14 M z Q cl- E3 Ul Z.@ 4) � LU M f� W o �V O s L (� ram - W r` J ^ E 0 a O zo lV U ti� 0 ¢� oa j0 00 O Z �� yy S dw ` J ro C 6 Z Y O Of rJ a _Ja 3 0� sZ o o�a Nk v $I F ° 3 �N 0 0 > CM 0 J a; � Ll.a 0 h r— � N C6 O m a Q cr_ N F— a) 0 O ' CD CV M -0 Q0 .4 N 00 L0 ^1' ` v `ID 04 r E Z LO 0 m Z c d E v °? U 0 Q O c � JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 15 Riser Diagram 600AMP SERVICE _ SYMMETRICAL 4 UNIT BUILDING COMP. COMP. j IIIIIIIIIIIIIIIIII j IIIIIIII � �iIIIIIIIIIIIIIIIIII i ) M AN ' 1METER BANKS PER R COMP. oa4-UNTBDG. 2/000GEC 150 AMP 150 AMPrr CONNECTED TO — — — — — — — — — — — _ 00 �tD Z P W Q � N � �>co The appearance of a company's name or product in this database does not in itself assure that products sa identified have been manufactured under UL's Follow -Up Service. Only those products b.earingthe UL Mark should be considered to be Certified and covered under UL's Follow -Up Service: Always look for the Marie 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/or.Certifications (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 in the following format; V 2010 UL LLC", UL and the UL Toga are trademarks of UL LLC 0 2019 All Rights Reserved. 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 31e minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed lines in sketch). As an akemate 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" DensGiessO Ultra Shaftltneff 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; WH149"743 & 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, nor 3/32 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 1-1/8 in, long, 0.0915 in, shank diam, 1114 in, diam heads, and 8d cement coated nails 2-3/8 in, long,.0,113 in, shank diam, 9/32 in. diem heads. 4. Gypsum Board" — 5/8 in, thick, two layers applied either horizontally or vertically. Inrier'layer attached to studswith the 1-7/8 ,in, nails spaced 6 in, OC:.Outer layer attached to studs over inner layer with then-3r8 in. long nails spaced 8 in. OTC. Vertical joints locatedover studs. All joints in face layers staggered'with joints in base layers. Joints ©f each base layer' offset with joints of base lager on opposite side. w When used in widths other 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 Ratings 2•hours �.,"......,w...�,.".-....,.....-... 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: Tough Rock Staftliner or DensG lass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) Tough Rock Staftliner or DensGlass Shaftliner insetted in H-Studs 24-in, (610 mm) o.c. 2- Gypsum Board: Metal covered using 6-in. (152 mm) wide %-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or'r4-in. (12.7 mm) To ugh Rock 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 Y4-in. less than the openings height and spaced a maximum of 24-In. (610 mm) o.c. 7. 7. 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'-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB: 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. E PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL RR' ' PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. e• i. C%J N C. CO � C W O •L.+ O a� p l0 C-) CV m cc C ,F' y -O N .0 N y c co <C..N�G N y E a " a 3 co d m a �•� co co y a � O 0. v `O •C� tx LU � elf fry '..•..• ��• �! •!//1lllltl4=1\ o 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. Englneer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o LQ 1,4 0 �Mv to � u- N J WLLt+ � W_a _ 13 °' - �0 W "1t I(_0, 1 ILZ �i N d t7 CV) t7 Z N O U U W ao M Z N Z Z z •u W 0*> 8 ' Ca W f a CD co �a W Z J �-o i6 E oLL 4 E$ Zo an E ZLUo cQi o gZ w g E? L J �Z {V 8d 'ao s' U W C) LL y biz (5 =1 U �N co C:L a 0 C a CN C.0 s O m a Q 04 CD O 0 N L7�t Z a Ln r Z E 0 c a U ¢ p JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 16 0 UO0 0 0 0 0 8F8-1B/1T 8F8-OB/1T ,' • ";' ' 8RF6-0l3/1T O ® I O O O O O O 0 O .': 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O, ';- '; '; :0, 8F20-16/1T 8F20-013/1T 0' 8F20-113-2T O® 8F24-1B/11T 8FF24-0B/10T O O SYMMETRICAL ALTERNATE POWERS (E) O n .E� STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO' 1-1/2" CLEAR W C.M.U. GS(ryX y0cr ac� Lu J N ZLu Ui 5 REBAR AT BOTTOM Q = MIN. (1) RECI'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 �E ) SYM TRICAL �E MIN. I I MIN. 1ST FLOOR LINTEL PLAN SCALE: X"=1'-0" C" N � N CO W a ��o M too y wo!� +7C N Y n> y } E t d o = a a� H C fs Cc p 0 • ° a 0 W N _ 6 •� r � • �. c�F�1 U ��� •d� OF Q.� � 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 see]. W W E Lo 0 .5 'n 40 Q WNOLDxx M C J V' LL W J LL LL a Lu 0.. Y A 8 Mom o ���0 mw W "j. ILW �j N d Z N OU W ❑❑ 0 V z � Q V ��� U Ow to W Q S r— M 25 =o a E= �� oa C Lo c �O zE c zU) 1s ISv T N w� Yr 0 `N _ a T ^ F- CD J 00 c CD Q f11 T T 0 a N U) a o +�+ R N I=- o 0 c 18 0) ca N N M LO E N z L0 c A E O ly ui o 3 c� -j ¢ 1 JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. L-1 jo 0 J." 0 0 o 8178-16/1T 8F8-0B/1T ® :•: 'O, :0, 0 O 0 - O 0 O 8RF14-1B/1T8RF14-OB/1T 8F16-1B/1T ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO' 1-1/2" CLEAR r _ W , io Ci pw C.M.U. �h dx ci n _ FFLu W}W u) a J W - z 5 REBAR AT BOTTOM �a- MIN. (1) REO'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 A r; •:O• 8F16-0B/1T '• O o o o o 8F20-1BMT 8F20-0B/1T O l\� D \� O r O 000 8F24-1 B/1 T 8F24-0B/1 T O O 0 0 8RF6-0B/1T O, L o 8F20-1 B-,2T 4 I (1787) (1666) SYMMETRICAL SYMMETRICAL CDf CD) nD 2ND FLOOR LINTEL PLAN SCALE: Y"=1'4' M \�Chi 0 N A Z' a z, sW a� o - � x cLA-n, N O {p r N "y E L G � of ce ea ai ao r.+ H dA �o a� 0 C, I III/,,, ' xN0\i1111I �2 ,•'� ,r, •,f •-,,1 Stu to .••' >///IltlittNll 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 nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W E 8FA $ Ev S - NO di Q iM a) M q s J �LLLL u' Jz 0 52 Ow.. rn as he Wco LL 0 N cC14o Z J J Z t7 U co W pp CD z Z Z Z� ¢_ _ v o o� wl to C _1¢ 4� o M M W LJL I_ o �® 8� s Z oao L 60 �_ m� O zC')� U5 ai N Q �N 0 >M O ray a- F-- I` o^o co :3 T a0Cr N U) n o c� a < I--- rn o O N Co et N � 1 T T E CN LO cO � M aO CN .M.. C a U J Q 0 1 J JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. L-2 *DIAGONAL SPACED AT 15'-0' O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING �-BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (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 T LAND S NEXT TO LAND INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST G. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS --- AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH V M IJ 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 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� ~-/-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ 2) 1/4"x3" TITEN2 I oil =�'�= - • • Sy � DIAGONAL - AT 8'-0" MAX TRUSS HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 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/ j LEDGER ATTACHED TO FOAM. DRAFTSTOPPING \ ; / SHALL DIVIDE THE MASONRY w/ (2) ROWS - 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO �� __ - APPROX. EQUAL AREAS. MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION aC� EXTERIOR WALL 53 SCALE: 3/4" = 1'-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O 0 1 0 SPLICE O O 0 I 0 0 0 2-4- SPLICE BEYOND PART. ELEV. VIEW Al. n r` 11 E E LEI E It IN:3 InD WWII -PR TYP. O 0 2'-0- (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER 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. ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. ICI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ ` 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS 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 MASO SEE P DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" M\. ",4-rnCKIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.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 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2)16d TOE NAILS @ EACH END IRE 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-7 OVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP*CHIFLOOR TRUSS FOR AN AREA < 1000 S.F. 0 AND SEALED PENETRATION AREAS W/ - FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER 6x6 W1AxW1.4 WWF. ---� W U a 11,01.1ii = • MASONRY WA SEE FLOI PLAN FOR MO INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE IN. 2X4 #2 SPF P.T. ONT. W/ (2) J"xW ITEN2 SCREWS @ 3" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING.-7 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN -- - MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP-) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 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 0 BE NAILED W/8d �-- /--EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO /1x P.T. BASE NAILER ONE SIDE OF THE —STD. 902 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4)10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO `�x EACH TRUSS TO LEDGER APPROX EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) 0 (4) #5 CONT. TD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 10 010 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"= V-0" PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 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 4 rk SEE PLAN TOP OF PLATE ' - TOP COURSE W/ �- LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN C 8" C.M.U. WALL 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 ,1 M F.F. 00 VARIES WITH N SITE GRADES SEE PLAN N 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 �n N M a --� � 7. `j O � C7 �.°mx r+ G T a- f0 O ..- !V J__ y O to 4 N Y o> d K N � G E c s 61' 25 M Q sa is � as u a� s c ca cc = T N f4 =e 0 0' a rr `�,���l;ltttul'Ntl� laRO VV C,� < ����//rrrrtl►U11��� \ 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 - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 o G c 9 di Q (QN�� ar a) J 0 J lL W w =[I oe g� d $ U� �rn W Z IL LO NZ d = N OU 00 0 00 w ❑❑ C r z z a N _ a cis � w OLU Vi n3 C y �- U � • C d L &N o M y z z tJi �E�� E io o rp a U �z 'o oa g° Z - E � w ."�L• L 4 Z Y° y 3 ZNc C ai J33 �� y�N 2.i° zkk vi 8� zz W U N� � v =I $ 124 N M = a 0 J 00 o^o (� c Q T r 0- CV � Q ao a E CV o O c o4 c^°D a 1 � `D r s— E M Z L(N� 3 1I E � H Z c a E 0 � =% Q o c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. D1 EVERY 3RD COURSE INTERLOCK MASONR` WALL SECTION A -A INTERSEC BLOCK C(Gurnx A rAA WALL INTERSECTION SCALE: 3/4" - 1'-0" INTERSECTING WALL EVERY 3RD COURSE INTERLOCK MASONR` WALL SECTION B-B INTERSECTING F BLOCK COURSE WALL INTERSECTION SCALE: 3/4" = 1'-0" INTERSECTING FULL BLOCK COURSE (FROM OTHER SIDE OF WALL) B B 9,-4„ 8'-0" EXTERIOR SECURED PER NAILING SCHEDULE 2x4 #2 SYP P.T. CONT. W/ 4" TAPCON @ 16" O.C. ROOF/ EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE GABLE END ROOF TRUSS W/ USP RT3A CLIP EACH END 2xl2 BM. W/ (4) 12d NAILS EACH END (2) 2x12 #2 SYP BEAM W/ SIMPSON HUC210-2 2x12 #2 SYP P.T. CONT LEDGER EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE 2x12 BLOCKING @ 24" O.C. W/ (4) 12d TOE NAILS (2) TITEN HD @ END W/ (2) 2' TITEN HD (EQUALLY X-X SECTION (PLAN VIEW) SPACED) ANCHORS 2" FROM END OF BEAM AND THEN STAGGERED 24" O.C. W/ MIN 4" EMBEDMENT 1 1 SECTION AT ENTRY A 2' TITEN HD W/ MIN. 5" EMBEDMENT SEE SECTION A -A II FOR MORE INFO. B1 G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS 62G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS SECTION VIEW 2 PLY 1 3/4" x 16" LVL (1ST PLY WOLMANIZED) LEDGER 20'-0" DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER MASONRY PARTY WALL, SEE PLAN FOR FILLED CELLS INFO SCALE: 3/4" = 1'-0" (9) 1" TITEN HD (6)TITEN HD B1G TRUSS USE: • SIMPSON HGU3.63-SDS x 11" W/ (60) 1 /4"x2 1 /2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS 2 TRUSS CONNECTION D2 SCALE: 3/4" = V-0" MASONRY WALL SEE FLOOR PLAN FOR MORE INFO - STRUCTURAL SHEATHING ATTACHED PER NAILING LJ SCHEDULE TB13/D- ROOF SLOPE PLYWOOD ROOFING MIN. 2X4 #2 SPF P.T. i CONT. W/ (2)1/4 TITENS SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM 1-1)05 SHEAR TRANSFER EXT. WALL D2 SCALE: 3/4" = 1'-0" A -A ELEVATION VIEW 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" `v (4) Z" TITEN HD erg N O N to C � a � w � o s l0 p y 4t d-�•,, w �= C 24 3 :? 3•°7�d L ys C O y �.L h N c G C E C o 2 9 I. 0 11111111rrritJJflr/ `'ov' /y. • vv VV �. �0. ijF o •.•FLOC •��`: S I O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o N N � � 0 0 10 G aPl rnO�D LL a M J U- LL wa 00 Z -gam a 4 W WLL reN m °' i N U U W ❑❑ Z N co z z Q' N z ,B +� •U LU c Ow V) c d � ON U � � �$ _ U • 00 Jp[ Q N W ZZZW J " E 8 g E �o *2 � Le ro z� c g, =LL �w U 3� aLL �k 8 1-t 2N La CL 0 O r� o00 v C = Td CV C (nin O c� a Q �}'•+ is;_ 04 F— 0-) C O Q O N Lo d N .. E z L O r N z a C.. Q � 'C Q1 ¢ o C JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. D2 STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 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 0F 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. t 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. . 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2,3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2,4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2, SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 26% #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 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO, ONLY 3,000 Psi 3,122 Ksi C-►-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND T' AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE 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 A36136M 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. T T PRIOR T M DED' ' B LTS USED FOR UPLIFT ARE TO BE WE SE 0 0 CONCRETE E BED J 0 INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 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. all 3. IrriatioNgrinkler sytems including risers and spray heads shall n t be installed within 1' -0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 -Boxed areas in concrete floors for subsequent installation of 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 rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - Cnaete ouerpo and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 -An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildingg department by licensed before certificate of occupancy willbe issued. a pest control company a The of compliance shall state: "The building has received a complete certificate treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 14" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 $" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Cr) \ CV C= - CV 0 z CU a La.' 13, i C C M r N m •y ry o 'i7 N .G c p W 2 a� du- c c r_ W s ;s � m ar a u m y cr `O �•. N •RL� c E m o a w w �e�«Eut r r�i O N '�i 0*41 ro W 0FFSSlotAl. r��r�ttrtttt►tt►����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. W W 4 8 9 O W -'0 % o p N n 3? Q C J LL W J V LL D I� V - Y, T, Nip 0 W�� m 3 � NZ d = OU U W ❑� C9 z Q a to z w 0 V QQ F O cLu c>3 C) Cal S ti M w J E ip QE u oa zE$ C o �z fag �¢o � C � 2 LL z J w� 8 iH W w0 yw °(V >M iZ � CL F-- O 10 (o p r CL CV CCo a o Q- T `-� C"4 cr) O C � O dam' N O LLo 00 LOr- E O c c a di U _j a o JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. S N I 0 C I 0 9 i Lo 0 5 1 k9 N 0 10 LZ O c i 'o i Lz N N N N N N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE 0 O O 5'-0" o r STUB -OUT FOR 1'-0" CD ie GAS METER 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1V-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. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3!4" p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap J 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and , require additional consideration. Check wall or beam below. local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block 1 minimum) Bearing wall, Ve Glulam Beam LVL or KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Ocill nails at 6" o.c. Provide adequate bearing for each lapped joist. 90dnails 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) FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT _ w/(22)1Old LU NAILS TYP. GIRDER TRUSS W --- a IE! - STD. 90° Cr CONT. #5 BAR > I HOOK BAR r 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 PLYWOOD FLOOR SEE PLAN FOR REQ'D ;.� COLUMN AND SHEATHING PER PLAN CONNECTION J TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR 1 ` INTERIOR BRG. WALL TJI PER PLAN \' OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist - Bearing Location _ Series Depth I End_; Intermediate r - ®i 9-U2" 2-8d --- 2-8_dd - _ BCI5000s 111-7111 /8" 2-8d2-8d 3-8d A 14" 2-8d - 5-8d Clinch nails - 1 r 9-112 2-8d 2-8a I when BC160111-7/88" 2-8d 3-8d possible BC16500s® 14" 2-8d 5-8d -16' 2-8d 6-8d 11-7/8" 2-8d 3-8d BCI 60s® 14" - 2-8d _ 5-8d Tight fit _ 16"2-866-8d 11_-7/8'_ 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14 _�6fl6d 6d- 5-16d required when indicated or 4" max. 16" j 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b, BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �- blocking and wall or beam below.* Use 1063" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6C l.0 I HIV T YYI'1CRC IIV CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Yi' ROUND IN CANTILEVERS. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4, SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing --r' I I Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. --.,Install tight to top flange. Joist hanger Filler block. Nail with ` 10-10d nails. Hacker block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap A p' 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 _�9 requirements ` 0.6 X Joist ' p depth i I -JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM —/ • SEE PLAN FOR--'�, a . • FOUNDATION INFO L° STEM FOUNDATION GRADE _ a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON JOA (WHEN w/ (18)10dREQUIRED) NAILS UPLIFT=1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Mr7C I/C0T1t'%A1 TLJ01 1 CAIP1 PVC OR SCH40 SLEEVE PLUMBING LINE a ° � ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATIONFl- 4PLUMBING LINE TYP. FND. PENETRATIONS ° °v n SCALE: N.T.S. a °a L III^I I —I I—� a I —I �— I I: °I- '' SEE FND. PLN. SIZE & REINF. M N O N co 0 z LU W C i.,2, /0 N _ myc N to O L 2L N ..O : N y O �p W d a 3 ry To d a> a N Q � o a v 0 •• NSE . 2 . N U v N° • 1 1 �=Y' O� .� o' FLOP' "/ OFF S S 10 to /l/k/l111111 t ttl1�\\\\\ 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. .4C14 Loli- S 1? io t8 W a 0r-- r- li v LL � LL LL a 'C1,11a- 52 c0 Q g z O W I0 5 �pjO, m Z LLW 0 N :2d 1- N J Z OU 0 y W pp U' R z § z z a to N (11M � zC1 LL 1 , N LU (DO � g -V) Ul c N w � E 8 x U • ¢, s 0sCl) I` @g ° 77A Q —0 W° zQ chi a °�� ❑ o L r'n C: C K8 4 G ULL i ~ gCC, .o <t2 W3 X mi 2 >M rn 0 CLQ H O 0 CID'a Q 00 ^C T ca m a Q � .+ Fr N H N 1141) O (DIQ CD O M Z E '� r - = �a E .. ¢ o a _J JOB NO : 22-12484-12481 SCALE : AS NOTED SHEET NO. SN-1 PASCO COUNTY 78 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7' O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 'FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) .PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z TRUSS @ 24" O.C. U.N.O. APPLICABLE. HURRICANE ANCHOR @ EACH 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE E METAL PL. UNDER EA. TRUSS (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 MOISTURE BARRIER CHAIRS (TYP.) WWF OR FIBERMESH SHINGLE ROOF, SHINGLES TO ° e -71 BE IN ACCORDANCE w/ ASTM e D7158-CLASS G or H, or ASTM — D I D3161-CLASS F, IN _ ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING - CODE 7TH EDITION (2020) RESIDENTIAL _ - ROOF SHEATHING - SEE 8 SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS ELEV. VARIES WALL W/ OUT UPLIFT 0� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE L-7z FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"1 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 a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" 'FIBERMESH" BELOW GRADE 4* ' --- L F Z � � M CNN . ° Ib 6 MIL VAPOR z ;- BARRIER _- COMP. SOIL. (COMPACTED TO 95% .ffl4 - MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR GONT. ON CHAIRS TYP. 1'4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4„ V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS = -v �i z SEE A/S3 OR --litH�" FLL9 FOR REINF. INFO, 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 8"1 NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD = I #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 I I W/ 00)10d NAILS TYP. I 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 00 1 z NOTE: - �, i- 2 *FOR BEARING WALL - CV a -4 W/ UPLIFT ONLY - _. - I ill �i Il =III I. ill— .I I FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° ° =v GRADE ;0 — — — a ! — 1 6 _ ° (1) #5 REBAR w/ OPT. TT� SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —t r-O.H.D. RECESS II .. - - li�llr II�II �Q. 1 �Ih H 5:5 SEE A/S3 OR J/S6 LI t �J1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS -� 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E _ _ ° ° N v . — — e M o ° .� 6 MIL VAPOR BARRIER I> ° e .• e I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ -----SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10)10d NAILS 2"=x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL i� 6 x 6 W1.4 x W1.4 O.C.) 2 ATTACHMENTS 2" � WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. 31/2"MIN. I A.F.F. w N = IIIe e - �, 1/2"(min.)-4" _ o �. e ��+ - -T 31/2"(min.I 00 p •. 00 r,� P - r �•. ■■ten N • • - • r PGS 1�0 SEG 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP [24' MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] - #5 REINFORCING BAR R 1 7/8" _ 2 #5 LAP SPLICE u--v■:-1,■—u—:■■—au-11 . • - • • - •=II.�II�11�11 11=11�11= u�il�ll�n1 .11.-11�1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAIN •:' ¢ INTERIOR °.. -31/2 4 . j, CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e E_ n CV � — — M 6 MIL VAPOR - BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E� 6x6fflAxW1.4 Zvi WWF OR FIBERMESH A 1 K S3 w� �W� ��.��aiiv �i��� v�►�� �i.+�-t liiq� pi • • - • • A. FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. " SEE PLAN FOR TOP OF BEAM (2) HTS20 z rn O w � J W o w w cn SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR. u= Ig=�n-yu r•r-u d II II III ;•'�I� I�I�II II II II II I� 11 II III: Am . . SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE w ° U In e. a — to . w ° D e (2) #5 CONT. =1 If ON 3"CHAIRS 8" 1'-4" (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 _ WWF OR FIBERMESH M E e r r. 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO ° & LAYOUT DESIGN SEE ROOF PLAN c n e FOR STRUCTURAL r- E _ 41 M c BEAM SIZE & 4 CONNECTION INFO ° 8 -2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g�� ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -6x6 P.T. #2 SYP SLAB INFORMATION. -ABU66 SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=1'-0" S3 - SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS � MASONRY WALL AND AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL I I I -- EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. SIZE VARIES PER PLAN i - w/ MIN. 2 #5 VERTICALS—j I0 9 GRADE- FILLED SOLID SEE PLAN FOR ( SIZE AND REINFORCEMENT) • __ z= Q- - �. - w�♦ 1 _ _ V -BRICK PAVERS or SLAB PER O O o `n = ! • • •. z - z_ COMMUNITY SPECS " jr FOOTING U -- ' � BEYOND ,, _ ..• . PAD REINFORCEMENT 3" MIN. CLEARANCE ,.K se FOUNDATION (SEE SCHEDULE) ColvF. PAD INFO. FOOTING WIDTH +' SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILKN SCALE: 7/4" - T-0" SCALE: N.T.S. S3 el N N CtL'� � W �� a C 4m t., N -cox H C W d -- 44 O a N O 4 � N rL_� b 3 ira � W w a U Q1 � C O ? GC •A A E ry b q„ U ;�e�i�llulurrr iii . GIN •. U C10 411, (ft f2 '����/i•��'�fiSS10t41, 0� ���/rtrrrrtt����►���� To the best of the Engineers knowledge, informal 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, v (a c, 6 2) 9 y^l ok � J d! a� M OM LL J U. W z -9 LL W o L4 ° W - i 0 i� . m S z LL J M Z d N OU N z W z z Q U) a. V) �4-J z c_o 0 w l!1 c 7 c w J v0—i z n p as W& z o E ZNc C CU J iZ y�r N ge �6 LW U w �LL �w �N �M = CL- a c� L' 0 00 co c O ti � T 0 GV Ill (n a o a. Q 4-0 4-0 N �-' 0) 04 LO o N O Q r Lo— LN 0) = r .. z Z O a U J v` a3 Q O c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. S3M :a 01 5 C, 4 I CK 9 8 9 N a CK 6ry b i EE 0 E .1 I� N g 0 C N S (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 WALL IS 1 1/2" MAXIMUM 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' • STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN ffLa- EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4, SCALE: N.T.S. SL� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5FOR CONCRETE PLACEMENT 7 . moil11 im r MIM NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. SCALE: N.T.S. G S4 96 3/8" 88" 71" 58" 41" 34" - I 6 3/4" 10" 31/2"- SCALE: N.T.S. K�E) WIDTH OF OPENING VARIES qe FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL s o FORM CREATES CONCRETE RECESS TO 2x4 {NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES \\' GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. o a e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P . SHED FORWARD THIS DRAWING. SCALE: N.T.S. 54 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) 2) (1) (2 (1)LSTA30 L'-4' 44'-9' (2(3) (Z) (2) (1) LSTA30 '-16' (3) q 12) (4) (2) LSTA30 0 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: 54 (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. OD SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 aE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C TYP) SEE ELEV. UPLIFT CONNECTOR (SEE ZT:y E SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELD 2x TOP PLATE \:2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN, 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR 7REINF. STAGGERED FROM BOT. UPLIFT CONNECTOR INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL) W/ STD, 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S. S4 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 4g. SPLICE STAGGERED \ �10d @ 8" 0/C ATTACH ALL -' EXTERIOR STUDS W/ IAI 16d TOENAILS TOT P 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. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON Q SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. rL5l8"x10" "J" BOLT @ 24" 0.C. MAX. MIN. (2I PER BOTTOM PLATE SECTION ZX P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LIINTELS SP4 SP4 / L SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. t & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE F 2X BLOCKING I I C 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 0 o TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o rE SHEATHING & 8" O/C FIELD S4 o • 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 o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� REV. 06.24.22 SCALE: N.T.S. M N 0 n co r- o Z a Lu "7 t� tL o C M C- N �+- c cl- ro p N p f0 4.�.N C C �.31: 3 d cz E 'a o a w III'll �`oollIIII gR0 10 Q,J, .\GINS 6•0 � C( U N rc �"'Ofl111ll I1111100\\ 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. a W 8 d = 2 93 29 a di Q (�'0'Zv C*1 0 �• LL C J LL W u _ o J U.uj c o W �i°'°' m du Z Cl)N Z d 1- Z N OU W 0 ❑ V z z g3 U) N U 3 cc 4-J M_ �Q) cn o V O Ln = 2 o C11) E 80 Z• 0 t- -0 ? v oa �0 8 z 0 °E zc � O yyd+ 3 U a O W J W � w� °N >M = ai ❑. 1— (1) O J i "4:zr 00 C c CD r' Cr d CV cb a O CQ m a Q ~ .Q 0) 0) 04 O O 04 N U 00 E O E N m IL o v c; c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. S4M SIMPSON HGAM11 wl (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 14X234' 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-? (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 1 O/S5 BACKNAIL w/ (2)16d NAILS —,_ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°t / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x$ P.T. GABLE TRUSS EACH JOINT w/ (3)1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA.DIV BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. w/ 1 cr THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • ( 2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH " BRACE HERE WEEP SCREED " -- "LTHE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. I I INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. I I ( WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ 2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/161lx2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 1Od NAILS & (4)1l4"x21/4" SCALE: N.T.S. SS 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r M M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 00 1/ go (2)16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT 11 It AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA, TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/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 114" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 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 NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S`5 1INIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN SEE M/S5 12" SH SCHEDULE ,TTACHMENT SYP BDCG @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP CROSS BRACING DETAIL J GABLE END DETAIL('10 SCALE: N.T.S. S5 SCALE: N.T.S. SS 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 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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 10dx3" @ 4" O/C 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" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. SS SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS ,SEE PLAN FOR --->> ��r CONNECTION - �T -.r- 2x4'7" ON TOP OF PANEL) BLOCKING, FASTEN WITH I L- 2x4 BLOCKING W/ LL- 1 Odx3" @ 4" O/C (2)12d TOENAILS LL- 1-117 rg SECTION SCALE: N.T.S. S5 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 M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAM1OKTA 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 w BRACING w/ (3)1 Od x 3" AT •\- EACH CONN. @ 24" 0/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-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —4UN 1. br-RKINU -- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Cr Uj Cr O a r �C4 CORNERJACK U a , W z C O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 'qq M� No WM NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I .1 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 Cn C_ to Z W m 'L GX. N G N Y T Da =- m C E cv c o w a� r= E o ¢L� d � w O . 0ti ll1�����\\� To the best of the Engineer's knowledge, Information and belief, the structural tural plans and specifloetlons 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 vE O 8 0 N 0 N C1 9 N 0) Q � :r,r.-- a C J LL W JLLW a Z �� o -v 4 0 IL Z d J aN N O U U W o0 CD r z z FZ CL- 0 .1 L7 � w g 0 w f,!) C d U c � o CD M w lL E E a0 3 0 �5i oa Ic0 E � 04 � Z �.i $ N G Q F ° O� zCae in X3U Wo a� rw a ZQ °�4- VS N >M �... tip. �o C7 F— ^' O J � L O '- O^ co C a :3 '- a°Cr cv c� rr^) s O LO O c0 v°D a Q CV H 0 O O c -� 'd' cc N M (V LO •d 1 � LO ca'o 0 c E 1 E c !� U JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FOR UNDERLAYMENT __[� REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 Z7 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 BASE BOARD PER SPECS. —1 2 x P.T. BLOCKING BY FRAMER FOR 0 PLYWOOD EDGE NAILING (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 3/4" FLOOR SHEATHING ' f HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS IrMOISTURE BARRIER 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 \ SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. LINTEL SEE PLAN rk SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL ^• .' ' '* DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE PRE-ENGINEERED FLOOR •• TRUSS' AT 24" O.C. 4. GYP. BOARD CLG. REINFORCING W/ MATCHING #5 w DOWELS IN SOLID GROUTED ;: CELL W/ MIN. 25" LAP SPLICE SEE 53/D1 FOR LEDGER MIN. CONNECTIONS ARCHITECTURAL FINISH 4 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. r CL N AT GARAGE CONTRACTOR BASEBOARD Cn TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER r NOTE: EXTEND DECO FINISH .� MUNICIPALITY . 4"to 6" BELOW GRADE E I k4L 4 • �, . .Q s FINISH GRADE 00 `' _ •' .a \ A 0r0 6x6W1AxW1.4 _ a Z WWF OR FIBER- • �? STD. 90'HOOK (3) #5 REBAR (GRADE 60 4" - (SEE DETAIL) REINF,) ON 3" CHAIR W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri REV.04.30.21 SCALE:314"=V-0" S6 SIMPSON LSTA24 STRAP W/(8) 10dx 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. (2) KNOCKOUT COURSES W/ (1) #5 CONT. EA. I SCALE: N.T.S. END SHEATHING TO IF BEAM OR GIRDER ,TE WI O.C. IOR TRUSS/JOIST 2x STUDS @ 1"' ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS A FLOOR CONNECTION S6 @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: „ USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. (2) SIMPSON SDWC 15600 SCREWS @ 24" O.0 P.T. (2) 2X6 #2 SYP. CONT. W/" X 8" HD TITEN W/ 5" MIN. EMBEDMENT @ 24" O.C. FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE if— PRE-ENG TRUSS I P.T. 2X6 #2 SYP. CONT. RIBBON W/ (2) J" X 3 }" TAPCONS @ 16" O.C. W/ DIAG. BRACING OF TRUSS �CMU WALL (SEE PLAN FOR INFO) TYP. CONNECTION WALL TO TRUSS SEE J/S-6 FOR ADDITIONAL INFORMATION. REV. 05.21.21 SPACER BLOCKS CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 SCALE: 1" = V-0" FLOOR TRUSS TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON J/ 8d @ 4" O.C., 2 ROWS STAGGERED I(4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS JEEP SCREED ISTALLED PER. MANUF. IMPSON HETA20 W/ (8)10dx1 1/2" AILS AT EA. TRUSS w/ MIN. 4" MBEDMENT IN KO BLOCK B SCALE:3/4"=l'-O" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=l'-0" S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. e 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" O/C FOR THE 1ST 2'-0" OF 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 PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 16/32"OSB �I EXPOSURE'l x II SHEATHING PROVIDE I IT BLOCKING AS REQUIRED PER W SECTION X-X IF I U NOT FULL U) ;� HEIGHT SHEET C II II II II G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I T_ T _T II F EXPEXP OSUREI W SHEATHING II II II x SOLID 2x III C III II II II I BLOCKING @ ALL o C SHEATHING U� EDGES (SEE III OPENING Rr T III C III x II II aW II IIF RFx YZE _ I III III II II II W BEYOND. SEE PLAN M III II I I I II I L11 III II II I I II th 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 Y6" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl8d COMMON NAIL _ U. @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL O~ OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. a) E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 F w/8d COMMON NAIL PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O 4" ROWS TOP & BOTT. py S rn wf 8d COMMON NAILS a O.C. (2) Q @ (2) 8d NAILS C 3" O.C. TO EACH TRUSS END OR ® VERTICAL W p N 2 MEMBER IF GABLE END rn u NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 21l7 A 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". SEE PLAN BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 3l8" "S" = NAIL 3/8" SPACING S 3/4'112„ S 1/2" 7� — Ir S • 112,. SINGLE NAIL EDGE SPACING DOUBLE NA 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 wf (4) 8d NAILS (2) 8d NAILS C 3" O.C. STAGGERED FOR SHEATHING vF"nre SECTION X-X Sic p7NpO`L �N 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 INSTALL. C . 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 211x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE A Ni�R�OA &BE MR TRUSS I SEE PLAN FOR REQUIRED--" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" 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 :::X -;'=—:�------ A,. I (3) #5 CONT. ON 3" 8" 1'-8" 4" CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" S6 ADDITIONAL SLAB INFORMATION. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1 2 1 (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 p `t , WWF OR FIBERMESH 1 a' '. s •' -1 I I -III -I I -I I • \. I�ICI II ;. _� -III-III 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. FINISH GRADE _ �m = i T 4 z (3) # 5 REBAR ON 3" CHAIR 4" J V-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. M C'V O N r• .v o � o ci a n o C.) N C e0 --.go0x u.. �. A o N G N 4 N aC ar _ 3 cc io J2 a> c o ea a N d' c E 0 n u 0 1 Ik N ,�` •� ._ <y' {30� U CaO� OF hl r ON P0\01 i1,QOFE.S S f p0JI111111t11\\\\\\ 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. t» W N0 -�`�� W 5u, J U. C J LL W J u-LL 0 0 0 Z ."�10 W w W t�iO~_l°' MIL Na d N OU Z W F 71 z - $ z a C3 J d z -8 a) cc � 4--J 'U d Ow V) c W 8 .001> _ Q Y Id N � � N W ZZZ Qo `$E S°• L. ~ E oa �`o w� o'� °�� zg �'-' ry � o C 8 r0 z Cn v <tl_ W 3 o J o u gl. a= o °N CA. J L I� 0 (a C OQ T T 0Cr cv t6 D Q O C.0 °° a Q 04 t— O O Q o a Lo ai N 0) E Z W r 0 z JOB NO : 22-12484-12481 SCALE : AS NOTED SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING STRINGER MUST MAKE FULL CONTACT WITH LANDING FLOOR / JOIST SIMPSON A35 OR / LSC EACH / STRINGER 2x4 CUT ON BEVEL ' DOES NOT BEAR IN 1 D WALL GLUED TO I} F 2x8 J_A 11�1 TALIGN THIS STUD WITH FACE OF 2ND RISER �l� T �\\/ 2x SYP CUT TO FIT ' I BEARS IN WALL I —2xl2 SYP BEARS IN WALL '---2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (14) PSd x MTS12 NAILS / AT STRINGER CONTACT POINTS �'-J SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING / \ 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 -3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND 7 i ; NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR � -lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ -2x4 DRAFT RISER AND TREAD STOP / j /Zzz -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4--2x4 BLOCKING FOR 2x12 , 2x4 PT UNDER 2x12 C� I 1 tCONC. E MOISTURE \ TION LZATTACHS XO.C.—ATTACH ALL COMPONENTS 1x4 G OF STAIR TOCONC. W/ J" X NAILED TO STRINGER 2 �' TAPCONS @ MAX. 32" O.C. \ GJ"'11�_-_ TOP OF ' \ STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT 2x4 UNDER STRINGER GLUED AND7 STOP kN NAILED TO LANDING BLOCKING x8 SYP D 2x8 SYP DRYWALL STOP 2x4 PT NOTC / MUST NOT TOUCH INTO STRINGER ' 2x SYP CUT TO FIT I I STRINGERS G H D BEARS IN WALL 2x8 BLOCKING FOR STRAP 2x8 SYP 2x12 SYP BEAR I I \ IN WALL I OR L 2x4 BLOCKING FOR 2x12 SON A35� x 441, 24 PT UNDER 2x12 OR LSC EACH LAx4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: , = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON -- OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD --- GLUED AND NAILED 2xi DR FT S P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU STRINGER AND TAPCONED NOT TOUCH STRINGERS STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / 1x4 GLUED AND NAILED TO STRINGER E—/ ` J FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x6 SYP 1 / \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) / AND NAILED TO FLOOR WITH GLUE / AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2xl2 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS ra� SCALE: 1" = V-0" `t?x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER AeOR DRYWALL SPACING H 1-1 '' -_ - - f- /, SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: i" = 1'-0" 3/4 PLYWOOL ON DECK --2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C --� NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POSE \ PER CONTRACT \ / V STRINGER — OPTION: 2X4 CUT ON (2) LAYER t" EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND OR 1 NAILED TO SUPPORT W! SIMPSON H3 ATTACCHEDHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1 " = 1'-0" F SECTION VIEW SCALE: J" = 1'4" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINAR 2X BLOCKING PSON MTS{2 w/ ' 10d x 1 1/2" AILS \AD OR AD 2X BLOCKING RISLxe / VARIE ECTION VIEW "H" SCALE: 1" = V-0" 4 ca Q a w ".� oLo a� o ci a e� at !O Cj C'4 N (O © �. y O e0 N X d E s d o ,r a m �''# to t!1 Q o a. w l l • Rid\�,\`Jll ~P•;NSE tiINN •� ti • o N i ECG J CO //i"OFE S S1 Off; `\\\N"� /rlitiiitll � To the best of the Engineers knowledge, Information and bel ef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) IN O E N$ 0 �N�� a LL Z 0 0 R U.W S c o �S Wis ooc arn°' % W W Z LL IL Z d N N ZO U v W pp z Tu_ Co t` f0LU 0 0 U1 �N C y w ~ - E t s jG = 0 c QCM s LL. c� E � ag® !� i P o< oa ? a z g Chi M = � o Iz N .� ra �0 z U) J g g z �3 W Z W& J ru r to 51j g 12 N > M a rn O 1— L' a 0 dam' 0000 co c O n :3 T a CV W s o CV 0) r O O (Q � N Lo '�• 1 O°�i 1 r E M c LO 7 O E r N z C d E 0 _j O .�+ Q d C JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN.r.APPROVAL FOR CONN. 1x4 [_\_1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS T ROWS 3116" x O.C.& TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" .C. & 4" 2X8 BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1 _ 1 I211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �'`j ; 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2° x 3-1/2" TAPCON @ 16" 1x4 O O.C. & 4" FROM EACH FURRIN( 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" 2x8 2x DETAIL 21/4" DETAIL STAGGERED @12"O.C. 3-1/411 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 1/4" MAX It SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)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 J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO .) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT, BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B -- SCALE: N.T.S. SS 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 DPAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 RE& (n'P,) STD. 90' HOOK (1 L/ JL /I t5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 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 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 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 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 NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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 MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --/ IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" 'e e' P ► , Y+ GRADE - a C14 P z r �► a (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 �R YP.) THE IS UNACCEPTABLE INSTALLTION DO NOT DO THIS / #5 REBAR (TYP,) 1� 1� 90" HOOK (TYP.) .�1 B @ FIRST COURSE 41#� 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -T�- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I F CHANNEL, I SS NAIL w/ 5/16" HEAD FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW-1—N___j- CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 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.* 2k O + + �FNGlH + + + + + + + + + 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 Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS f + REQUIRED TO ++ + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-01') SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" S S 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: 3rY - r -u C1=1= CNFFT M AN17) z O 6L O LU U U a FILL 1st 4 COURSES SOLID W/GROUT t FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERRAN �, �,� •; RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5-0" NISH • ' ! #5 BAR V .: .• CENTERED W/ ►.:' IN TOP o ► KNOCKOUT / iv • CHAIR BLOCK MONO FOOTING ►• SIZE AND REINF. PER PLAN •. AND SECTION DETAILS CLEAN FILL .► • DIRT a Z •,• it ffTANDARD c� #5 BAR IN ' HOOK N FILLED CELL , STEMWALL FOOTING REINF. PERLAN AND STEMWALL SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4 = 1-0 OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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 (2) #5x6' IN CONC. FILLED CELL 1� 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. Z a --t Esc= ci a 9 fa 4o N Q_ ¢ W d 3 == W m r= w C 0itd V s g ao �d;W� � v m yac�a. C E o WN Q'tJS E 6 ••J W (Or0 [ : _ a'•'••... .... •`•-� P� 1 �/iRO F E S S1 O` ��\ rfftlllll�� To the best of the Engineers knowledge, Information and belief, the structural plans and spedficafions contained within these drawinga comply with the 2020 Florida Building Code - Residenflal An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N N :i •at, amp chi oro 0 _� co R 21, LL OW Z a Y t C <_ m Z M Z d LL ZN OU N W 00 CD N„ z J PI PI N z (D .8 cc N fO W M .0 o O—� w 9 Ln c U � c U o W M J p , t Z Q E 8 8 a zo ~ C� o O 4 O zM 4� It (/) C �Q .6 p �o dLL ZFZ Q W $� Z W S 3z "N rFX{ °N > C'7 ~ O o^o c c T =3 T 0 CV /�LO 1 / a 'Q 04 C= O N to o N T . . E L ^ / r— E Z fl E U Q 0 c .j JOB NO : 22-12484-12481 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 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGEOF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLEEDLAN T - - REQUIREMENTS BEAD BRI CLADDINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list 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 SINGLE JOIST SELF -ADHERED FLASHING NAILING FLANGE WEATHER ✓E BARRIER & IARILY 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 JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 Q 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE I JOIST I1 i II WOOD BEAM BELOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE 1'4' PER PLAN 1'-0" PER PLAN q < SELF-ADHEF < SELF -ADHERED FLASHING OUTSIDE CORNER m Nt DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" 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 water NAIL BRAND OR EQUAL WEATHER EXTERIOR CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER 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 other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, i Lii 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 RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 1 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703,4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Jim CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, _`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" READ ESIVEASSHOWN)EASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings, Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 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 subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground - 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in autters. 1F-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 g a d Lu PLASTER STOP W CONTINUOUS BACKER LD U ROD & SEALANT W W W �° A Cn FOUNDATION WEEP SCREED II -STRIP OF SAF !-DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SHOWER SEAT SOFFIT/CANTILEVER a er es ls an amer Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS C\t1SSt\ kSTER STOP r- NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH CTURAL FRAMING CTURAL SHEATHING 'OF SAF IAGE PLANE WRB BREAK WRB TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buttjoints need to becaulked using Stampede or sim. caulk for all �a N 0 C I Z Q a a> "o 1 a w o c ci ,ct� a C'16 l� N - � co x 'A.- v= r to = 10 � C ry dam. >.� c 3 A m ,= e �o 0 w N C:> CV N CV o 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a H a E a 8 N N CA g o 0 Q C J u- W _�a W 11 �LLLL o_ =Ma p j Mr- O LLZ 2 CN d J Z OU ti W ❑❑ a- Z - z z � Q ? a N �j -J (D CD LL Tq Cn w o U A -� O w Ul Ul C!� � a w C.) • Cl) o 52 Z0 Q o z® F_ nj x oa as ❑ O S� ZIna O E c`I� Z 8 a :D ` Z Q) yo r� tC: 6f J to W 8 a IT o 1$ 1.1 CV co Q CL CL J 00 � c Q r Cr 10 CV m a O CCo _ 0 LO C CD cD cp N CV Lt7 Q 1 C\1 00 CD T E c � .- Z M O R 0 a 0 U � �? Q O JOB NO : 22-12484-12481 SCALE : AS NOTED SHEET NO. WP i .JL J IILIJ Mounting Bracltots (10 Gauges 41/2'x41/2'x2-12" fir Back Cross Support (Allay be cut to W) See Anchor Schedule / Right Bradce (1 B Gauge) 1 t2" fife. A325 Gale. (Tjrp.) • a 8145e1f-Drilling Screw$ 1 as�s�a A/C Unit 84mDm Edge Hurricane 5trap Washers (Typica l:3 in front) Front Cross Support SelRocking Nuts (Way be cut to W) Left Bracket (16 GdUfle) p 14 Se"riling Screws Thru Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) I N I N f 1' M A T 10 SPo.,6m. ,awi}ssun ladnassaft nobw asc p4w4rissl ;"the" F64rairsee At, Bead, (�I lee am ail� a4aYsNe 4spe sequaer Florida Department of Business & Professional Regulaton Building Codes and Standards ProductApprovel Application Wall P.g. t d 1 12n Kw 3YM Yn>a9u Nautfwwrw S&IaaY lOd01YlLa!ffi! vredMdr Yllsttsa fs.migfd F rl9J8a3aa Do& ARIaMbn 2020 61nut Vent woduds, Inc, lul l Gahm Hermes F. Nosra Rd Looks Oovd" P.E. 12M4202g /21142020 12242020 Apprwad C4teady: a(Ndae1 Cdnpalenh (977) 441.8348 PS n778 (33-4) 300-1800 "CMegory: products Introduced sea Result or Infoes adventcon New T.,he,"V Cwrplielw Method E•rouetim R.pdt Rom . Flodda Registered M9h8ect are Licensed Florida Prdealentl Ending dual Assurance A Ues A2U �a hoducl glutrt lamhrwwm 9 rmoal m.caa Ill littdi d � 1 anMYMl MoT7514t1810 Dual FU9.dm Flooded lhmaation Vent 1713fam Yet Yes WA -100AI00 2 SmoriveM Mabel m540.511 Duel FuneNm Flood and Venif flon Vent 12212025 Y. Yes N/A •100F100 3 BminVeld Morde1e154P520 MuNt4d Flood Yeol 12/312023 Yss Yes NIA .100f100 4 Srmnvent Model a1540521 Insulated Flood Verd 12/312023 Yes Yes N/A .1001-100 6 &Mrtvwt Medal 01540.524 ieatlud; Gw9s Door Flood Vent 120120" Yes Yes NIA WA S aing". KI lrl'1540.570 WOW Well lneulatsd Flood VWI 12/312023 Yes Veer NIA ♦IODFiDO 7 SrrtVam Model 01540.614 m 14.59qud: Garage Door Flood Vent 1N312023 Yes Yap NM NJA raft mm Yaeugo tlaoldiWa Rowel. 2020 Drexel Metals. Inc. CaeOay: Roollno SusCategaY• Masi Raising oxbpNarlce Method: Evauaeai Report from a Florid. RepmadA hW ors Lonsad Fk ld. Prorastonal Fngmeer �NNumber of am 1 Orasal Mehl Ro01mr; avow., Flodda Department of Business fir Professional Regulation Building Cocks end Standards Product Approval Appllcatkn Detail are& or 20" EBI>Wr1Llr�a Jaeorl ShUnAM Zachary R. PAest (502)303-1611 P15174021 Nhumsteadn ameLoan OMC 10ONS ONC 15088, DMC 1758, DMC 2006, OMGSV Peps / or 1ri4=1 Do tote put Pending no 1ta)It asm MAW" SAndYag EKIARRENit Ate tynaa Laths SOWN P.E. UBr1a2020 owfif= Oe20,2020 10113=20 App(.W (314) 3M1800 guittAu tom AssrovsU for Use Aooroved for tie know 22dw Contrail Aloolnuo" nib IDtOflti tam Resistant Ire 120312025 Yen No NM +OF1ao Florida Department of Business & Professional Regulation Pao.2 d4 Building Codes and Standards rnrmz2 Product Approval Application Detail 20 III � manufacturer ManufactuEn a License validated Byi Va ll des edt 111611111 Itod Pac A0pro6w4i Ao at8tua Revmw 2020 Therm-Ttu Corporallon Suva Je4peraon Lyndon F. 9dimldt P.E Ryan J. Klnpp P.E. 04M512W 12MV2020 04r 2021 081082021 Approved C4d*9oW. Exterior Doors (800) 043-7828 PE�31D9 (815) 7e7.8658 aubCKaoeN: Sh"ina Exbnor Door Ataemhaes ye.per now-mah.,co Cempilshoo Method! Evahtshon Report from a m Fonda Rpisbad Architect or a Licensed Florida Prafaabnal EngMaar PIAMUORAIPPededa !!! %,toga Quaker Assurance mua>u of Aporovadrprflea J4nYt>z Apprairadfor Use 2VMLI= Imam ttlW✓dODD Desion eosum 1 a. Tberme-Tru Fiber• antl Smooth -Star Nominal B6f130,8 aquotlnp*ctaquot Opaque 12/31/2092 No Ya Yss WA Composite Edge F7bergless Single Door (Ins\dng9hrla a+g; x Configuration) 2 b. Thetma-Tru Fiber-Cleasic and SM00th-Stir Nominal B&939;8 rquotlnl)2Cta4W4 Opaque 12r31f2D22 No Yes Yet WA Composite Edge Fiberglass Sidle Door with Sdelke(s) 9nswnwoulewng; X0, OXa OXO configurations) 3 c. Therm-Tru Fiber-Oassio and Smoodr-Sw Nominal SLOW,$ $quotlmpectaquot Opaque IW311= NO Yee Yes WA Composts Edge Fiberglass Double Door Wth or Mahout Sldelkes 111 r g/Ouuwing: X)(cr OXXO con0gurstions) 4 d. ThenhwTru Fiber-Chses, and Smooth -Star Nomrned BaN3D;0 $quotlmpact%quoq Opaque 12r3112022 No Yee Ya WA Composite Edge Fiberglass Single poor (InawnWoutswhg; X configuration) 5 e. Therm-Tru Flber•Claalc and Smocm•Sar Nominal 8&WRO 8quotlmpactsquot Opaque 12/31r2022 No Yea Yet WA Composite Edge Fbeglaa Single Dow with Sidelee(s) (InigeAng/OutoWng; XO., OXw OXO comNurstans) 8 I. Themns-Tru Rbar-Classic and Smoohl Star Nominal 54639;0&quotlmpull6quot Opaque 12131=1 No Yea Yss WA Composts,. Edge Rbergtose Double Door Wth or without StagNtes (InaMno/OueNXng, xxor O)(x0 confgur2tona) 7 9. Therm-Tru Fiber -Classic and Snodh-Sur Nominal 650398 8quotlmpad0quot Glazed 12131r.2022 No Yss Y.e WA Composite Edge Fiberglass Shale Door (Inw,hg70ulswkg; X configuration) 8 h. Therma-Tru Fib.,Cle.ale and Snodh-Sdr Nominal WAS 8quotlmpacssquot Glared 12131/2022 No Yes yes WA Composite Edo* Fib"Imos Single Door with Sdelte(s) OnsWralOuwwila; XO, OXor OXO conflpurationia 9 i, Therm-Tru Filew-Classic and Smooth -Sur Nominal $841 $quotlmpoctisquot; Mixed 12131120Y1 No Yw Yea WA Composite Edge Fibboemrains Double Door Wth or without Sdelites nrrew(rglOubaving:.XXa OXXO cwinauratlons) 10 J. Therm•TrU Flber•Clessla and smooth -91ar Nominal 56N3g;0 equotlmpaotdquot Glazed 12131t= No Yea Yae WA Compoelu Edge Fiberglass Sardis Door (Imommi l9uheMgl X Owlfigural 11 k. Tnerm-Tru Flber-Ciaalc and Smooth -Sur Nominal 8$81B4O8quotlmgp ot8quot Glazed 1NS112= No Yea Vet WA Composite Edge Fiberglass Stole poor vdth Sdelile(s) Onening/OuhWng; XO, OX-OXO n�t.8quotl 12 I. Therm -Tor Flber•Gle/1iC antl Snnootil-Stir No^m 17131/2t171 No Yes Ya WA Composite Edge Fiberglass Double bit Door Wth or wNhtwt SidaMae, OrwMrg/OuboMno; XXor OXXO conhguretions) 13 In Thorma-Tru Fiber-Ciaadc and Smooth -Star Nominal S&M,,8 8quotlmpsc%quot Glazed Molded 12131= No Y" Yee WA Open Compaite Edge Fiberglase Single Door Onw.naJOuhwrlg; X configuration) 14 n, Thamle.Tru Fiber-C6uic and Snlodh-S f Nominal 639=8 $quctlnpadagtlot Glazed Molded 12r31f W No Yes Yes WA Open Composite Edge Fiberglass Single Door with Glazed Melded Open SldeOts(s) (IneAUg/OutoWrg: XO, OX a OXO cordlguadon.) 15 o. Therma-Too Flber.CJaWc and Smooth -Sox Nominal OWN;& 8quotlmpactliquot Glazed Molded 121311= No Yea; Yes WA Open Composite Edge Fiberglass Double Door wfm or without Glazed Molted Open Sdelites imoom lglOulawagi XXor OXXO oalbgurstiors) 18 p. Therm►Tru Fiber-Clea)o and Smooth4AIr Nominal B&M,,8 Rquotlnlpad$gwt Opaque 12/3112022 No Yes Yet, WA CompOeira Edge Fiberglass Single Door with Molded Organ 9lddite(a) OnvOng/Outawing: XO, OX or OXO configuration%) 17 q. Thermw7ru Fiber-Clessic and Smoph•Sur Nominal e&NN33gs6 dquotlmpactbquot Opaque 12131/2022 No Year yes WA Com wino edModed Open 61de1)us Fiberglass Double r with or (I noeingl0utsvaig;. XX or OXXO Cordiguratlons) Fonda Department of Business & Profesalonal Regulation Pep 1 of Building Codes and Standards IW=1 Product Approval Application Detail Go CatlgtJY ➢ace au ROL NIIM gas MW YlamD .iDtgalam contact llmltl[.a.IJfam 1hI101144ad vwiaod mamxm FDC Al FWd Approved own ReMelon 2020 POT Industries J.ns Ra.ovue M.meCod.BCCO-CER MhN-Wd.a000-VAL 11AGM20 lotg=20 iVIVA20 Approved Cat gape. F.41Mw Dods 1941) 48&0100 (7a8) 31e-7890 tubCWpory: Biking EkMor Door Asssmblos )ro.dnkl®piandNsMeo.c C"Ilarm. tlrh0d, Cw 111odon MOM w Umbno dim AMO Mterllse Aoorovsdforties Wild Re" fund aJWrrdGestdail9a st�ua llmalmDmla In KYNZ outside HWKZ newides 19aan 9 a:tI.d =MIn, -"-I NP10 T Vmy4 &king ass- Door 0014mi Y. Yu Y. WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2o22) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm Is A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTfu Fiber -Classic and Smooth -Star MPACT) F L20468 +67.0/-67.0 psf 12/3112022 .Therm aTru Fiber -Classic and Smooth-Star(IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/ 1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/3112025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6122/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16t2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Piyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NiA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 iWA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL.6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Page 1 of 3 Building Codas and Standards Ir"22 Product Approval Application Detall Ggdt Eptmnat am 20 Onto Pending 20 Ili Version Manufacturer contact ea dneat $ Lucerne validated By j(AOMM 2WHISM PBC Approval J9issroved Amu Rwleion 2020 Theme-Tru Corporeioa Stwa Jasperson Lyndon F. Schn-idt, P.E. Ryan J. King PE. 0712312020 07F1212020 0712WMO 10/13/2020 Apprwed Catagovi. Exterior Doom (800) 843.7%M PE.A3409 (813) 707mw SubMtego " SWplp Exterior Door Assemblies sdm"mnothermeWm Gnmpllen. Malted: C+•aluadon Report from a m Florida Registered Architector a Licensed Fordo professional Englneer Sae +e ProluM MGM, NumMr or Namn Product Description 2ii11WAUW3= Cenlraet Exelronen AlIULS((XLUN Aan Orals In NVH2 Outside and for Use NVN2 dig ResJstant Pressure 1 a, Therms-Tru Mbar-Ctusso and Smooth -Star Nominal 6"W.86quotlmpad$quot Opaque 12131/2022 Yee Yes Yee WA CompoaN Edge Fiberglass Single Dow (InsWngJOuMdng; X confguMion) 2 b.Therms-Tru Fibe•Clasaie end Smooth -Styr Npminsl d8N39.88quot:lmpaot$qupt Opaque 1?131 Yt022 Vas Yes Yee WA Compalts Edge Fiberglas Single Door YAth Sdslks(s) On M4notOutewing: 40. OX or OXO conngural 3 c. Tberm-Tru Fier-Clesad end Smooth -Star Nominal "#So,$ $quctlmpecAqud; Opaque 12J91fZ022 Yw You, Yes WA Composite Edge Fiberglass Double Dow with or Mahout Slowed" (IMMnoIOuteW rig; xX a OxXO con"Ouretons) 4 d. Therm-Tru Fiber -Classic and Smoot^Stsr Nominal 880W o Bquc ;lmpaet8quot Opaque 12/31 r= Yes Yss Yu WA Composite Edge Fiberglass single Door OnavdrplOuls-na; X confguraton) 5 a.Th--Tru Fiber-Chno and Smooth -Sig, Nominei86N 08quotlmped$qur#Oppw /7J312071 Yea Ysr Yee WA Composite Edge Fiberg.1 SinppM Door M(th bldel'te(s) 0rrwinp/OtAakno; XO, O%or OXO oorAllurations) 8 1. Therma.Tnl Fiber-Chssfc and Srrooth.STar Nominal "APIS ;08quotlmpad8quot Opaque I2J31 ni022 You Yea Yee WA Composite Edge Fiberglass Double Docr Wth or without SidtlNes (In ermnsiOutomng; XX or 0)= cenhaurah.-) 7 g. Thermla-Tru Fiber -Classic and Smooth -Star Nominal WW,,5 &quotlmpsC$quot Gleamed 121312022 Yea Yea Yea WA Composite Edge Fiberglas{ Single Door (InswirolOutimng; XconRguraton) 8 h. Theme-Tru Fiber-Clusio and Smooth -Sur Nominal 5&Md 6quotlmpad8quot Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass tingle Door with Sidelke(s) (Irwmn9l0ubwinM XO, OX or OXO configurations) 9 i. Therma-Tru Fiber-Cleseic and Smooth -Star Nominal UNW8&quotlmp%;t&quot Glazed 1213ialW Yes Yes Yes WA Campo" Edge Fiberglass Double Door With or without soothes (Iromng/0utomng; AX or Oxxo configursdons) 10 (. Therms-Tru Fiber-Claese; and Smoott Star NominsI U#W O 8qu 'mpact$quat Glazed 12J3112022 Yea Yea Yee WA Compo arm Edge Fiberglas Single Door (In-A.g/Outowing; X configuration) 11 k. Therma-Tru FEor-Clossro and SmooftSter Nomina186N89,0 $quatimpad8quot Glared 121312022 Yea Yea Yea WA Composite Edge Fiberglass Single Door vAm Sdelke(s) OnawinNOulsomp: XO, OXor OXO configurations) 12 1. Th rnma.Tru Fiber-Cloome and Snooih-Sir Nominal 88fi39,0 Bquotlmpart$quot Glazed 12/31rem Yas Yea Yes WA Composite Edge Fiberglass Double Door lwth or 542 w.OT Sid (InamnefOuleMng; XX or OXXO config ura bons) 13 m. ThermsTru Fitrer.Courge and Snnorn.Stir Nominal d8N3D5 Nuatlmpact$qua; Opaque 171310= Yes Yes Yrs WA Composite Edge Flbegless Single Door with 8quotNoo-lmpad8qua; SldelNe{s) 0namng/0ubwing; XO, OX or OXO cardgurad anq 14 n. Therms-Tru FlbarZtesso and Smoolh-Shr Nominal S$a34l squotlmpactaquo, Opaque 12131/2022 Yes Yea Ye4 WA Composite Edge Fiberglass Double Door va aquoONorsImpac19qud; Sidalkes (InsWnefOuuW no; OXXO configuration) 10 0. Therm-Tru Flber•Clasic and Srtpotir8ur Nominal 88N39I0 Sovotlmpectlquart Opaque 12131/2024 Yes Yes Yes WA Composite Edge Flberglsa Single Door Wth 8quotNon-Imp" Aqud; Sdell;�t�w;s,,()Is)1 L (I nawing/Outewlrg; XO. OX or OXO OOriaguratkans) iB P. Therm-Tru Fiber-Claaao and StroorMter Nominal 8&XV,,0 aqua; lmpad$quot Opaque 12131/2022 Yes Yea Yes WA sna CompoEdge Fiberglass Double Door cosh 8qud;Non.ln"d&quot Sldol ss(lnwAng/OuuWng; OXXO configuration) 17 q. Them-Tru Fiber -Chic and Srrloo"bir Nominal 6&413g,8 Squat Non-ImpadAquat Opaque IW3112022 Yes Yee No WA Compose Edge Fiberglass Single Door Onsa(ng/Outswimg; X configuration) 18 r. Thamne-Ttu Fiber -Claud and Smooth -Sou Nominal 88nk16.88quothion-Impoci$ ot; Opaque 1213ir= Yn Yes No WA Composite Edge Fiberglass Single Door vdN SIONa(s) 0rnsw4ng10uteWng; XO, OX or OXO oordiguretons) 19 s TMrms-Tru Fiber -Classic and Smooth -Star Nominal8 O`le0 8 &quotNon-Impeot$quot Opaque I MI/2022 Yes Yes No WA Composite Edo. Fiberglass Double Door vAth or wahout Scallion (1ftw nglOuurMng; XX or OXXO configurations) 20 t. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 88N390 dicuotNon-Impealsquct. Opaque 12/3112022 Yes Yes No WA Composite Edge Flbergiess Single Door (InoWnglOuterwing; X ronfiguraton) 21 u. Therms-Tru Fiber-Claesb and Smooth -Sur Nominal 8&N3g;08quctNon-ImpsxBquot Opaque IV3112022 Yss Yes No WA Composite Edge Fiberglas Single Door YAth Sldelite(s) 0namnoOutawtng; x0, OX a OXO configurations) 22 v. Thor--Tru Fibe,01.mala and Sm..VFStar Nominal 88089:0 SquotNorrlmlwNBquot Opaque 1213inm Ys Yea No WA Compacts Edge FIbarglMa Double Door WM or without $dolltat One4;trglOutxwing: )0( or 0)= configut dons) 23 w Thorme-Tru Fiber -Classic and SnwoUrStar Nominal ddN*,8 MuctNon-Impad$quot: Glazed 12131/= Yes Yes No WA Compoaho Erna F)berglsse Sigler Door (IneWriyOutewng; Xoa4fi0uratim) 24 s. Theme-Tru Fiber-Clessic and Smooth -Sur Nominal g$N39,6 Squothlon hripad$quct Glued 12/3112022 Yes Yn No WA Composite Edge Floargisa Single Door with 91dellte(a) OnoW nglOulwAp; xA. OX or OXO configurations) 25 Y. Thermic-Tru FlOer-oaowc and Smomh•8trir Nominal ll&M;8 aquMnlom lmpadaquot Glazed 1213112027 Yea Yes No WA Ca PoNte Edge Fiberglas Double Door W th or WMout SdeMq (InrMrg1O~n9; XX or OXXO configurations) 28 z Therm-Tru Fiber-Oassic and Smoofi Soar Nominal 88a09:0 &quetNomimpedaquat Glazed 12/3112022 Yes yes No NIA Composite Edge Fiberglass Single Door (InsWralOutswkg; X configuration) 27 zd, Thermia-TN Fiber Ciaseic and Smooth Sur Nominal 88u139:0 $quothlor, lnpeotaquot Glazed 12131/2022 Yes Yes No WA Composite Edge Fiberglas, Single Door with Sdalta(e) OnaWrglOutsvdrg; XO, OX or OXO confguratonp 28 A. Thane-Tru Flow -Classic and SmndhSter Nominal ftst!l 0 &qurothlorOnpad8quot Glazed 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or without sdebtss pnmrAmWOuamng; XXa 0)0(0 configurations) Flodde Department of Business & Professional Regulation page I d2 Building ing Codes and Standards IW=1 Product Approval Application Detail 1941 I9tISsg gag loge D" Imandim an I= Yaolga MAMOOK cps& f091Da.1iiia lfr>i01Y0.mt )Omega LOmWag Fee Apawd A9gu as ■alb Reuskn 2020 MI Widows and Doors arem Shlraer Luis Robert Lomas Steven M UNch. PE 10g6,2020 lonw2o20 lo/isv'1020 12115=20 Apprwad Ca.gory: Exhnor Dow$ 171717859300 1`5112516 017)31 r4454 SAC.tegorp gliding Exterior Dow Assemblies b114nprajmhra.com CoMNsres Omhod E•41ustitn Room from a FlodOs ROONantl ArehNad a e Udms.d Florid. Pro%.sluna Enpin.w 91aI1gDAaa+nD9t AaratadferUu AomoYM for Use boo Deft If" ItabywHom hnalal➢aladrtn s fin HVIC (hib*" �mt dtffilrtl Pasture 1 BERIE8420ALUMINUMSGD SERIES 420 ALUMINUM SGD OXO 12212024 NO Y. No N/A 145 3148qudxe0aqud: NON -REINFORCED 2 890168420 ALUMINUM SGD SERIES 420 ALUMINUM $OD OX XO, XX 12FI12024 No Yes No WA 984qud7 8"W.t NON-REINFORCRO 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXD 1213 11124 No Yes No WA 145.31ugadx981lquet 4 8ERIES 420 ALUMINUM 800 REINFORCED SERIES 420 ALUMINUM 800 REINFORCED OX. 12/N2024 No Yes No WA XO. xx9eequdx98aqud; 0 SERIES 420 ALUMINUM WO REINFORCED SERIES 420 ALUMINUM 000 REINFORCED)CKX 12212024 No Yn No N/A 1438quote9881Wd: GM Dim Version tmmlhDgatt FIVAIM 2020 w.Yne-Dston• a division 010vwrlesd Door Corporation Ca.gery: R.W. Dow. aWCa09or. Sacbmal Qlanor Dow Assemblies Ceepu-NelaM: Evwuellon Report mom a floods It"Istor.dArehlhet a a Uw .O Florida professional Fitonsw dlearew or MM hedi t1 "20 3 3 eooDle,oae2oDel,os 10 8000,190IM001123 11 800MI00/8200 e1124 Fiorlds Department of Business & Professional Regulation Page I a2 Building Codes and Standards 192021 Product Approval Appllcatlon Detail contact Enalinger a ueeriee Validated ft Yi wow SORM F11CAmoraged Approl!4 i eta De.W. K-i,h John 1. Soto Jeffrey P. Amason, P.E. 10022020 DVI 2020 102Y2020 12MUM20 Approwod (330)763.6121 PE-51737 4904)921-5200 dkomishig"yne-datum x an am 98a39: Ms. Wo. i Man: Max h lohL Gi zrnp 1213irM3 No Yes Yes-31,001-35,00 svelabls in too or Inbmladlah, eedon 104d89. Matt sixth. 14M A Mu height. 0lanng 12131=23 No Yes Ye1 .30.0043.50 ays8able In top or Intermediate section. 10"Ot Max Mom 144e3e. Mu helght. Glazing 121312023 No Ye Yee -3 AML38.30 aysisble In kip or Intel me into notion. Florida Departmerlt of Business & Professional Regulaton rig. I d, Building tides and Standards 141=1 Product Approval Application Detell rdw amity or Oat an DIM PKIdM Itat mm Ya1" aver rasa XL%Nia0.mG xdd" mommw FeC Rootage! hound Rawl Rewshn 2020 Cene9Dv1s0001AAW Inc, TOM Rattly VL LUC Troy SHOW. RE 121or= 12/0t2020 12212020 Approed C0119"r. Ektellor Door; 1941) 494.2613 (934) *47-0580 subcat49wy: Exterior 00" Cdnoorients t-4.1.y®au..bloJ.0 Compliance Manhott CorMatuon hart or Leading m rtlrt7a5Y.M'aiadudaQuality Assurence, - !RA - AgaLovadnoruse A9a91111. lst agg llaJllm lal9tklL gulama.lAOli lJ9W5W t01iWQ 1 807. 707, 727, 747, M7, T77, rid 547 Shgh end Pees d nu en. Gheed. end Louvered single and parr, of 121312a25 Y.s Yo Yes WA Doors hole. moral doors. Florida Department of Business & Professional Reg an sess i onz Building Codes and Standards I62021 Product Approval Application Detail C& Oide Oi. Date Iwrdm MAP Ira ]mim NAMMdurw !ice y(gggrg Yg piggy kogm mrhmYiW F8C Aoorava A9gDu1W ta1tR RaMolen ZD20 MI Windows and Dees Brenl Biting" Mann Aromedural Grow M. union. PE 1In72D2o 111117/m2o 112712020 Approved Csagory: Wndows 1717)353.3300 blenal60 1AINUMm (TI71317.8454 tubCd000ry: Single Hano bstmoor&Ned.nwn Colrallantee Mashed: Cordoeeon Mark or Llebn9 Agido Ei4! "I Yedd. Manes or theme In HVHZ $Aaae tl" blism Pmmlaaing 2 185 Sf1 52x72 FIMFlange F1eme IG)SG BInole Hung i wo92023 NO Y.s No ISM160 Lamh.l9d GI.. -e-a N N ��_ L N . � � a Ca- 0 O -Fa � O U O Cn 0 = .N -0 O0 -0 co O E .0 LL O Cn N Q Z Z W J O N r Ga Tj z � W Q d O C � u t� C V ch N m _ x 4A N Ln Q C 49 N 3 Y (LJ co c j 4Y -ccro 3 iv a, 2 �a d .t] E 0 W vQ U) CD E Z U)CIO O CL CL U O CL CD ICU ae.aaea 1 `CC O L W Q Z Z Q J a SHEET N0. PA 1.0. Florida Depadment of Business & Professional Regulation polls 6 or 0 Florid& Department of Business & Professional Reguletim Page I ori Building Codes and Standards It21112022 Building Codes arid Standards 114=1 Product Approval Application Detail Product Approval Application Deall Entilly or 1110, 2WR DM pendhw 20 I= vanaw magialaim 22000 19alaIRKAlleam Validamw ON, AM= AMMILM r&CAnpro-I Approved Amu go finitter or an am alkhmim bit ReW.1- 202D ThernnosTru Coidaressich Steve .11A.Parson Lynd- F. Schmidt P.R. Ry.. J. King IN 6 lowrmi 01AM80=1 10113r2021 l2m&�= Apo A. To version 0odmwALjcKwo Valmo" Me MOW" SOMM IAGANIMM Approved an& Callogiorf, INderior Opens (SOM 643_708 PIE-43,10110 (8113)7874666 Affirmatlat 2020 PGTIo4derre. jon. Rodoweek! slignil-Nde KC0 - CFR lillemi-Oadir B= - VAL 11MRD20 11P512020 litlira2o AMPAM! dubCdogoir. Sekinging admeor Dow AnNernblies siaspersonothomnsirwoo Gossiper. Venowent (941) 485-0100 (748) 315-2500 Oankollonot MW*t Enllusboh Report from te rA OLWAftoorr. single Hung Irceinvoldimpoundustfiesx, Florlds Registered Amlibact or a lJoinneed Florida compliance lAdhOd: CortloolS. Shork or Wang and Prohadewittl Engineer PLOMN amML&UWAM agamigaLum 629mmiaLum Ism LW =!ZNLEMWWN� pmdm Dmmdvdo" C"m�RW"d,MDK* A-SeAkIldirthis hoolendollhouse, In Whiz gwggLk= 21" stood Potassium 111ta Anoduat Idodal, Novelostrorh[ji product Description Contract ewroon Dote In HvMZ oulaildettYle Mine Loss". 6"Pd) Vinyl Single Hung Vani- rooms V. Yee YON MJA 1 a Themne-Tru FilderChadia and Smooth-Stor NorWir4l6&"D�.S&qLic�Non-Impadgquot Opaque 1 Z0112022 No Yea No NJA Composite Edge Flitting less Single Dow (IMSAvingl0wouning; X o0dounallon) 2 b Then�Trw FlIder-Cladiallo and Smooth-fter Nominal 66#30A =-Impactaquot Opaque 12*1/2022 No YON, No N)A Composite Edge File" Singla Door With Sidelita(s) OnsvvingiOuldiving; XO. OX Or OXO acefturov-) 3 c. Thownra-TM Flow-Closala and Srnccrtl�ft r Nominal 61,031;8 Auseed;NdR.Iff"Micluot; Opaque 12r3law No Y" No NIA FrIoSilglooke Cornposta Me Doubt* Dow with Or w0thout Sidelitow (IrsevvingtOutseving:XXor O= configunkfans) 4 4. ThermisTnt FildowClossia and Smooth -Star Nominal 760*0 AquokNon-Iffilowellatuat Opaque 1213inM No yes No MIA Compooft Me Fiberglass GINSINS Dow (InswrigNOutweving; X corMOMMUM) a ThwrrwTru FIbeer-Classilt; &net 3nocill -alar Nominal 7111,10310.0 lquot;hlon�lff"clillulucjt Opaque i21311= NO yes No MIA Composite Edge Fiberglass Single Dow with adolwo) (InSn',vinglowoneirm; XO. Ox or OX0 opefturahors) a 1. Thernret-Tru Fliwer-Clasoc old SMOSSM-511S Nomhol O&OU;O&quotN�lmpcSquct Opaque 12131rdM No Yea No N/A Florida Deportintrond of Business & Professional Regulation Canvases, Edge Flikarglaft Single Door Building Codes and Start rds taml Or&Wng(OUWWM; X MMOAtOOn) 7 g. TharmwTnJ FOw-Ckmt and Srrmb-Mv Nwnk* $&#W;04qvotNo�lmpaOqw4 Opaque 1241 Q= NO Yes NO NA Composite Edge Fitserviews Single Door Wth Product Approval Application Detail swakht(s) pnisvksiouaomnq� XO, OX or OXO con"?:1bone) a h TheirrwTru Pbw-CWwsec and Sonoolth-Shidir Nam OU&M,'06quothlon-Improadicluct; Opaque 1213V2= No Y" No NIA Composite Edge Flivinglivow, Double Ow Wdi or Ga fi3akK am 2da DOAAM" no WOW Odofts (InsvointilOutioverig; XX or OXXO Verson Conrad Valwaked w St",lifted Fee oonflinirallons) alimmmagg ad" Ab,,d Aeorowd 0 1. Therma-Tru Fiber-CONMolo " SAnototh-Slar Nominal 811030:984itotNon-Impmoduluot Glazini 12131= NO yes No NfA Aftmeelon ZD20 POT r"dtleds" Jan. Rosionvold ludd-Dode QICC0 - CRR MMI*Dade 0=0 - VAL 11105=20 110=20 1111irA20 Approved Components Mo Fiberglass Single Door Colosaki VAnd- (940486-0100 (780) 315-2soo x configuration) 111ASCOMilarr. FAred Ircowsmemrxiuweo.e 10 Therma-Tru FiberZko"camd Smooth -nor Nominal $&#SO 5 4loquotNon-Impactlitclient; Gland 1=112022 w yes No MIA compounds Mo.": C.Afifte. Kate Or Using OM Corniecaft Edge Filidergides Single Door with Sidelas011 (InwArgOutoWng; Y40, OX or OXO oonfiguftofts) 11 It Thamnit-Tru Filder-Cisselo and Sknooth-Stor Nominal Qkdii 12131= No Yes No MIA QLNMLaAMLMR A-,,,df-U- &NWNULNK knot Room Composed Edge Filloterglodat Double Door vib or othm ccosisaillmdroill-oat In 14VI41 outeld, HVHZ jusitimot Permeating Without Sedelfts (InsswinglOut"; XX or OXKO 44,504625 Y. yos Yes NiA 114, = 12 L Thofm-Tru Fiber -Classic and Smooth-Slar C W., ; - &Q u OtN a � I m P 0 alAct toot GIUW 121311= No Yes No NIA composed Edge Fib"m Single Door ons"makoutneens; )(comilwation) Is m. Thomes-T. Filsor-Clidescond S-ih4ftr N-inal 7&ilgg:O&q..tNa.4.pwWqw*. Ghaded 12031rj= No YON, No NIA Composses E490 gibrousisSingle, Door vM Sidelfte(s) OnsoingROutsvvinw, XO, OX or OKO configurations) 14 A. ThemVi.Titt Fibor.Cbmic and SmOtAh-Stof Nominal UMP &qu"o�impKUWct Glazed 12MIJ2= Nib Yea No NIA C&nomft Edge Fiblegloss Single Door lineavingfouninving; X Configuration) is a Therma-Tru Fildoe-Chiono and Snvoth-SW Norninit 611IM:06quothlonImpoodliqual; Glazed 12131= No Y" No NIA Composhor Edge Fitestalaske Single Door %ft Florlde Dapertment of Business & Professional Regulation Posioldl Building Codas and Glanderds isSIal Product Approval Application Detail 92da mt am Dift loondrin au ga 1112111 Vieft mommom Quid amimALM� madmw& xdglm Nam" FWA-davell Agumse Sam xm Revision 2020 Ml VAndows and DOWN aremawincer Am*Awn Arolikeenwas! Skewen M. LaRA. PE lomerim lwanow AOOAdAd Revision 20" All VA�d� And Door Comparrin Winthers 4ri?)395.3300 Manutecturairs Association (717)3lF4454 cowearr. Vointim MCNewpong Holaorral Slider Suicalogarr. Few constants Method Cwftvgan Meet or Uahq o"llenco Method Carbonation, Wk ar LoerV Gudft Assevarce Approwedforlils, Androyedlarlihis xww 2idM AMA ImmoubLgmw 111401 2UWMIM JAM" &Una AKE Product MON. Mundere ar Nam I r.0m 73xOtinsulded0laws 0211841024 No YON No .55/-Sa 1 195 low Florldis Depernont of Bushen & Prinfesslignial Regulation ftrial BulkingCociedesancift IP=l Product Approval Application Detail rink no am BeLba" am MUM Yosim NOWA" Consect AncilmaritUosew YWL6wA YlldlLzi him" Fbap-roni Aborand San R"Ill. 2020 All YwIndo--d oft" grom 411110SINS, LUIS R LrVANS? PE Steven K Laid% Fir 10111861014 10A16= 10194020 12M612020 Approved category, wordav,, 4?17)305-3300 p rl- M 14 (?iT)3I?4454 "C.twrr. WOW. bolffingoAmmKvd.com Combilaince Method RANknollan Rojoat tam a Mcdcle Registered Architect are U-sed Florlds Proinsionel Engine. J42A ft-tas- ft-b-Merso in MvHZ pre-, 2 Verthol Aiti.irw. 61.11. 120WO24 No YON Yee WA SWoti%(*)On&AratOwt&Mng:XO,CXt)rOXO conflourstons) Florida Daperlmort of Business & Prolisseelonal "Mon pop I Oil Flodde Deparlimand of Business & Professional Regulation ft'lazura Is P Thern-wTru FrIoar-Coadule and Smooth -Star Nornhol SLOW &qu"orWnNpsc%quot; Glatived 12131 rm No yes No N/A Building Codes and Mandolinist 14=1 Building Codas and Stendords, loarIcal Cornpooft ScIS& FIbwVwSs Double Door WON or WON" welit" onsvivirwoutsevinal XX at Oxxo 17 q, ThenoTru Fiber-Clowlic and Smouth-Stv Is rL Therma-Tru Fiber4InsiD Sued Smooth-Slar 19 9. Thormos-Tw F low-Classio and Smooh-9tar 20 t. Thorms-Tru FilbeClossle and SweaftSher 21 u. ThermwTru Fiber-Clesehe and Smiaoth-Rdid, 22 v. Therma-Tru Fildw�Chidaicend Smoolln-sour 23 w. Theerns-Trit F[twer-Clowla and Smoollh-Stat 24 x Thsv�Tru Filo6r.0troolo and Shioatth-Siter 25 y. Therme-Tru FloorrZissaloand Smooth.Star 26 z. Therrroo-Tru Fbier-Classec, and Smooth -War 27 n. Thorma-Tru Smoodi-Stor 28 to. Thilernme-Tru Fibor-Claskid; arid Sn Now Star 20 = Thimma-Tru Filder-Cloodic and Smooth -Star 30 ad. Themns-Tru Fibor-Chosict and Smodith-Ster 31 n. Thernrie-Tru FlOst-Clossucand Smooth--har NomhW S9ON;8&qwotNor0mpNaASqu*, Opaque Composite E-411S, Fliesighows Single Door With SNIelds(e) and Transom (InevvingiOwliaeft; OJXO, O/OX or OIOYO tioniftSurstons) Nominal OSM;S&qLvtNon-lftVaot&q4o� Opaque Composite Edge F "Wrillass Single Dow Wth Swelkw(s) omeww0whowniF XO' OX a OXO Continuous Head and Sill ocrAgo ties Nominal SON113aO &quotNon-iff"cdquot Opaque Composite Edge Fiberglass Sin Dow%ft Sidslke(o) %OCX or 0)(0 Continuous Hosed wW all conliguninions) Nominal SAXWO listuakNon-Ininesquat Glazed Campo$% Edge Fiberglass Single Dow with SW"KC) VnewifingfOutavAW XO, OX or OXO Continuous Hosed am 911 addligunwitions) Nominal UM:0&4tj&NmlffpM&quM Glazed Oomposee Edge Fiberglass Sinale Dow YAth SICINVA(l) �nOWnWOUWWng; M OX Or OXO Continuoug Flood and SWI configurations) Nominal 010sea Opaque Composite Edge Flisinglaw Door Ponella vAlth Voided ,qdw*@) 0"Stwnwoutorwing; XK )= or XX*( toofturisticinvo) Nominal 011AMO aquotNon-Impoolaquot Opaque composite Edge Fiberglass Door Panels voillit Vilmod acksliks(s) (Inewhosioutowing; )(K XXX 00000( donfigurstions) Nominal 63032;8 11cluctNon-Impeatiquat GlaNted Composite Edge Fiborglast Door Panels %Nft Vontod Sidelike(s) #nevvingfOulanwireir )M )= Or)000( towl'ouralons) Nominal ;0416cluMNon-In Squot Glazed Composite Edge Fiberglass Ow Parvels vellh Vendoid sussift(a) gnowngroutwong; XX XXX at XM -ftumbo-) Nominal ONO;$ tilquattNon-Invacelichnot Glazed Composite Edge Fibehiland, Single Dow with 36M,0 SIdSOWS) Onswing/Oulonning; XO, OX or OX0 Nominal 81141WOSquotNor-ImposalSquatz Glazed Composite Edge Fdowillaw Double Door wth 39%W;O SWelfte (InQvAhW0utwvvl0g;,OXXO configuration) Norm" 7&09;0 4quothlor-ImpooAquat; Sholver Sares, Composes Edge Glazed Nwillass Single Door WON or Aftout ISS113111:2 Sidellite(a) onveNingioudowev, x ox )(oaf OX0 otonligumbons) 12J3112= 1213ir= i2ffl= 12f3i/2022 1213trA22 12131112= i2t3t/= 12131r= 121311= 12*1120V 12131/= 12/31/20M 121112022 12131r= 123112= Florida Department of Business and Professional Regulation No NO No No No No No No No No No No No No No Yes ym yes Yea yes yes YON, yes Y" yes Y" yes Yea yes Yea NO NIA No NIA No WA No MIA NO MIA No N/A No NIA No NIA No N/A No NIA No N/A No NtA No IVA No NIA No NIA Building Codes and Standards Product Approval Application Detail 3/1W022 FL#6258l.R31 129AI Entitti, or am LIM 22M 20 um Z(R& Wralon manufticturw Clo Enginmer III, Velideted Validated jWid8jW PAnding ARproved Approved Revision 2020 POLYCLASS USA llvlsur)�Alpwk License John W 110*1312020 1QQdwx20 EK 12115MO20 Category: Rooflng SO-IM31 330Smalpartapolyglaw.corn Robert Nleminers Knezovich, PE &iiiinoval SubCadmi PE-591158 (954) 772-6224 11/01/2020 Undodayments Compliance Method: Evolustion Report Porn a Florida Registered Arehftw or a Licensed Florlds PrOffesillOhil FLO62016MI Engineer Products R-w-" for Use IZW" lmom Resistant 11201111111 wii-� AMA Product jillift Numelaw or Name e2adLsmgdwu oaf I Polyglass Roof Underlernerits Racing undedwinmerse 10/211= No yes WA 4WAIlt-MA 1 Porygiass Raw urdtaftynearift (HVHZ) P*Wa" roe underisyrn wo fier use in Fee: irrs= Yes NO WA N/A HVHZ jurtsdiclons. 2 Polyglass ROO Undeft"wft (Aw4IVRZ) Points" roar undertaymentir. fiar use In 12r2Y= NO Y" NON, -N/A/-=A PRO no"VKZ joiladictions. 1 Polyglanot R*cyf Underlayments (HVHZ) P*qlats rool' und~ents for use In FBCl2F230= Yes No rVA N/A HVI42 jud&dW�. 2 PoInisin Roof Urvis"ents (non+VFQ Potirglats roof unatriewments, fiar use re 112F2 NO Y" NIA -NIAI-M.5 FaCrion-MYRZIudelfictlons. 1 Polyglass Roof Undarlarnents (HVHZ) Poltliatass roof underiaorm era lbF use In FWlW2Y2023 yes No N/A NIA HVHZ jurisdictions. 2 PolyglOss Roof UnderlaYments (non-MVH2) Polyalass roar undorloyments, far use In 1212Y=3 No Yes IWA -t&Af-=Z Fac nonHvRZ juowbcbwv. 11 Polygiam Roof Underlaymentis (WHZ) Palyglasto noct underlsonents for use In 1`801212V= Yes No NIA WA HVHZ jurisdictions. 2 Painless Rod Underheywomits, (ncsn-liv,12) P*01&u roof untletils"ants, 11or use in 127w= No yes NIA -WAI-=.a F8Crvon�HVKZjurIkdNsonx. Florld@ Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail her 1 (2 100=1 9wk 12.0tv- an au goLem" a& I= mloimn NOWM= tagat RdaRAMIMU mdwaiuk Miligglat imimemat PSC Assistant huMLid AUM& R.4100, 2020 111111"la me. ruin tension 10C Ovelvdion Oviolos. LLC Ice livieuddon Service, oamlrA21 GIA061021 0512W21 AW..d cavow. abwwl Candadont. i$52)690-Mg I.I.C. flubCdevair. Twits Stan 1205) 599,9803 comolleres Method: Evelowthon Report train a Pro" Ewl.W. to* Product Model. Number or NAM Product Dowertudim CasallvAssifferm Comm loodrallonewhe Awraiiad for engraved In MVHZ 0.11,010+1162 for UN Ina Sodium RIOM Femurs I AftleAms Is go. Stith term bv. do".1der Fees 12131=z Too yes N(A WA 2 WORMS 18 go. *upa nita stiongto triple oWnecoor plate I V3112022 Y45 yes MIA N/A 3 NII is 16 ga. goes connector pieto 1213IM022 Y48 yes MIA NtA 4 MT18H31 is go. klobsninkith trus; cannector osts i2A31=2 Yee, YON MIA IVA 6 MT20HS 20 as high stwoM not earoodar phite iWIM022 YN Yee MIA KA 8 T1.18. Mile, I a go bun "mad" pinse i2l=1022 YON Vs. MIA WA 7 Tuo. MT20 20 OL trust connovier phase 12131=2 Yes yes MIA IVA Product Approval APPIIIC 811101111 Detail P"OV131 -W"C- 401 �ddllm MUM %'-Sol- MArAdSOM Instrair 29A au Dm Pmdm gagm mdolw& xmwm MUM PaQ A-,,W a& agamul as& so saw ar Bull an gojmm aft ba YK21211 mamdam" gm%#A lodnaAIWM MNWNM MUM" MEOW B&AMMA sucum I=& Revision 2020 Jim" Handle Oubdrit; Proceed. Ina Chad (MCA$ V. Andrew Tan John atefirword, P.R. o'litistim i21141W Ol/Moti clog Fee Aom ft,4m. 2020 Alnft WIN rh-pw LyAc1W, F. 631-14. P.R. %- 1, King, P.O. 0211512021 921`1561021 02=021 0013M21 Assonoved Calmr. Psnw WWI$ (900 543-8352 PE-81682 (352) W-2520 ceneark, Pon W W.0, i330)M2309 F-943409 (613) TV43H *time SvIecallogwyt 3' No rthanowealside.com Consiflotics Nothoct Evaluation Report tam a COMPIlarews Method: RVoluellan Repo "in a Flodds RNBMmd Architect we Ucennew Ficride Plovid. RogishmiclArchlbect ar . Uconsed Florida PL"MM profiesslarval tonoonew Pdlbd. pammemi Engineer, I I . d'.' - I . . � , , � ; - . ,, i � - ' 1 11 1 - I . I 1 .1 . . , AWIUANOnM Approvedforthe, Apasond fis Use ISM Demo I . , I. . - I.d , . , I � I I I . A,,,,vdfU- I I . - Ana-ved for U- bola Guam &41 lienoduct Modd, Nmbw ar flandi, Product OmcdoW In MVKZ Oiddo 11122119mo toll Product Motel. Number Or N.- Promarts 0"400000, cwmvolmmimRo 1. HyNx outside Mw emwat Frontirs I C-rrvl-,k Lot; ading liker,-comont INP sidmg Q131IJ20M ym Y. 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PA 1.2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJp1202o For d Ml Inks to all SOT apprcuala listed below, C LIC K HERE For additional Irdcrmagah regarding Florida's Statewide Product Approval System and MOO -Dade County NOUN or Aooaptenoe (NON. CLICK MERE. FLu n5&R7 (,� Product Model. Number or Nama 1 Tibn Stainless Steel Concrete & Masonry Screw (T7NSS) 1/4" diameter Titan Stainless steel masonry screw FLiDU9-RB AKJ Product Model. Num bar or Name Product Deasrtntlon 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF2251Z SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SOCF271968, SDCF272358 5 SDCP22434, SDCP22512. SDGP22614, SDCP22700, SDCP22858, SDCP22912, Strang -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong-DrMe SDHR Combc iesd Screw 7 813626112, SD825134, SOS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive BIDS Heavy -Duty Connector Screw SOS25SM: SDS25800,SDS2WOO 8 SOS2611268, SDS25200SS, SD826212SS, SDS253ODSS, SOS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floomo-Floor Screw FL#10007-R8 AMA Product Model. NumbarorNama ProductDescription 1 ATR3/8, ATR11Z ATR5/8, ATR314 Threaded Rods 2 ATUO5, ATUO&2, ATUD9, ATUD9.2; ATUD9.3, ATUD14, ATUDi4.2 Aluminum Take -Up Device 3 BP316.2, BP1f2, B12112-3, 8PSAQ, SP5/83, BP314, BP314-3, BPRTU03.4 Bearing Plates 4 CNW3/8, CNW1r2, CNW5M, CNW3/4, CNWSM-1/2, CNW3f4.518 Coupler Nuts 6 CTUD55, CTUDe6, CTUDWe, CTUD75, CTUD70, CTUD77, CTUD67, CTUD88, CTUD97, Coupling Take -Up Device CTUO98,CTUD99 6 N3, N4, N5, Ne Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD48, RTLID5, RTUDS, RTU07, RTUDB Rrtcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW35 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 SM" Uplift Rod Run Tledown System 13 URSB V4" Uplift Rod Run Tiedown System FL#10441-Rd fiW Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10/22 Hold-down 3 HDQ8, HHDQ11, HHDO14 Hold-down 4 HDU2, HOU4, HDU5, HOU8, HOWL, HOU14 Hold-down 5 HPA26, HPA36 Strap -style purlin anchor 6 LSTHDS. 1_STHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor Strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23, PAl2e, PAI35 Stra"ityle purlin anchor 11 STHD10. STHDiORJ Strap -style hold-down 12 STHD14, STH014RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updstad 1213&=0 For dread Inks to all GOT approvals, toed below, CLICK HERE For additional informabon regarding Florida's Statewide Product Approval System aid Maui -Dade Canty Notice of Acceptance (NON, @ aCK M. 21 LB pries hangers Top flange hangars available in width of 1.0/18" and heights ranging from 6.3/8" to 22 LBAZ prtas hangers Top flange hangers available In width of I.9118" and holghts ranging from 9.3110" tD 13.118". 23 LE03, LEGS, LEG7 sores hangers Top flange hangars available in widths ranging from 3.114" to 6- 718" and heights ranging from 9" to 33.1 rY'. 24 MEG5, MEG7 pries hangers Top flange hanger available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32.117. 25 MIT Ades hangers Top flange hangers available in widthe ranging from 1-W1el' to 5- 1f8" and heights ranging from 9.1/4" to 24". 28 PF, PFB, PFOB, PFDSB Scrip hangers Top flange hangers available in width of 1-9118" and heights ranging from 3.3/8" to 7.1 /8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in width$ ranging from 1-9110" tto 7- 1/8" and heights ranging 0-1/4' to 32". FLN4QB80-R8 AMA Product Modal. Numldar or Nama 1 ASA44, A8A44R, ABMB, ASA48R, ASAW, ABABOR 2 ASU44, ABU44R, ABU48, ABU46R, ABUS-5, ABUS e, ABU65, ABU66; ABUWR, ABU88, ABU88R, ABUI010, ASU101OR, ABU1212, ABU1212R 3 ABW44Z, ASW44RZ, ABW46Z, ABWASRZ, ABW66Z, ABWWRZ, ABW7-7 4 AC4, A04R, ACE4, ACB, ACOR, ACE8 6 BC4, BC48. B04R, SC.B, BC8R, BCS, BCS2.2/4, SCS2-3/e 8 C844, CB48, 0848, C968, CBS$ 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ88-SDS2, CM86-SOS2, CBSQ8&SDS2 8 CC, E00, ECCU Series 9 CCQ-SDS2.5; ECCQSDS2,5Series 10 CPT44Z, CPT8@Z, CPT86Z 11 EPS44A, EPB44, EP84e, EPBee 12 EPS4Z 13 LC644, LCBee 14 LPC4Z,LPCBZ 15 MP8442, MPBSU, MP888Z 18 PB44, P844R, PB40, P880, PS85R 17 PBS44A, PBS46, PBS68 18 PBVB, P8V10 19 PC44-18: PC4e-18, PC48-18 PC84.18, PC88-te; EPC44-16: EPC4e-16, EPC48-18, EP064-18, EPC88.18 20 PO4Z, PCIIRZ, PCOZ, PCORZ, PC6Z, PC8RZ, EPC4Z, EPC4RZ, EPC8Z, EPC8RZ, EPCBZ, EPCSRZ 21 PPB44.4Z;PP844-eZ 22 RPBZ FLiMON .RB aitflg Product Model. Nuts bar or Name 1 FJA, FSA 2 FRFP 3 GH48-6, 01`10-8, GH48-8, GH48.8, OH410-8, GH410.8. GH08-8, GH88.8. GH68-e, GH85. 8, GH810-6, GHB1D-8 4 GLB6A, GLB6B, GLB5C, GLB60, GLB7A, GLB78, OL57C, OL87D 5 GLBTSI2, OBLT812, GLST518, GBLT818, GLSTS20, GBLTS20 e HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT.3, HOT-4 8 UFPI0SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Be" Adjustable Post Base Poet Cap Pat Cap Embedded Column Beam Embedded Column Base Bated column caps with W1 ranging from 3.114" to 9-112" and W2 ranging from 314"" to 7-112" Screwed column caps vd8n WI ranging from 3-1/4" to 9.1/2" and W2 ranging from 3.5f8" to 7.1/2" Concealed Pad Tie Base Embedded Post Base Embedded Post One Embedded Column Bap Light Post Cap. Moment Post Base Embedded Post Bap Embedded Post Base Round Post Sap Post Cap Post Cap Post Base Re" Post Base Product Description Foundation Anchor Fiat Retrord Foundation Plate Girder Hanger Glulam Searing Plate Olulam Bearing Plats Heavy Glulsm Bearing Plate Heavy Girder Tiedown Universe I Fou ndatlon Plate Universal Retrofd Foundation plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 For creet Inks to all SOT approvals laved below, CLICK HffRE Foradditional Information regarding Flaldsb Statewide Product.Apprwal System and Maml-0ade County Notice of Aaaeptinca (NON CWQ MRRE FLi110448-R$ ;;lgg j Product Model. Number or Name Product Description 1 A21. A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAB Outdoor Accents Angles 3 AP844, APB44R, APVB68, AP686R, APB88, APSWR, APS1010. APB101 OR, APVB44, Outdoor Accents Post Beans APVS44R,APVSW,APVBWR,APVBW,APVB88R,APVS1010,APVB101OR 4 APDJT2.4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2Rd, APVDJT24. Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH48, APHH481R, APHH610, APHH01OR Outdoor Accents Heavy Hanger 6 API-4, APLS, APT4, APTS, APVL4, AWLS, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH28R, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CST4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, 14255r, H8, H1OA-2, HI OS, H14. HGA10 HurricansTies 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 11.30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30,L650,LS70,LS90 Skawable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, USSJ20RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Sbpeable/Skewrble Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML282, ML28Z, ML2107 Angles 28 MMHB RocfTio-Down 29 MMHC Hinged Roof Connector $0 MMLU26, MMLU26.2, MMLU25, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mourn Hangers 31 RSC, RBCP Roof Boundary Clips 32 RST-3 Rod Tia-Down 33 RTC22Z, RTC42, RTC2Z, RT044 Rigid Tie Connectors 34 STC, STCT, DTC; HTC4 Trues Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FLIM0447-RB .,4W Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC6RSDS3, OSCSL-SD93 3 GBC 4 HCP1,81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42.2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.IZ HHRC88 8 HRC1.81, HRO22 7 LRU26, LRU28, LRU210, LRU212 8 LSU28, LSSU28, LSBU210 9 TBE4.TBEe 10 TC24: TC26, TC28 11 THAN, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA428, THA422-2, THA428-2 12 THAI1.81/22, THAl2.08/22, THAI2.1122, THA1222, THAI322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA20, LTHMA 15 THJM2-4SDS3, THJM2-SSDS3, THJU28, THJU28-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 16 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12/"MO For direct Inks to air 88T approvals relied below, C LIC N ERE For additional Infomutlon regarding Flanda's 8tatewde Product Approval System end Maml-DadeCounty Notice at Acceptance (NON, CLICK HERE. FLN10466-R6 ari94 i Product Model. Number or Name Product Description 1 BT, BTB. BTH Brick Ties 2 CMST12, CMST14, CMSTCIB Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressionfrension Strap 6 DSP, SSP, TSP Skid to Plate be 7 HI, HIOA, H2.5A, H3, H8, H72, H10, H1SS, Hill 6-2. H16.2S Hurricane Ties 8 HGT-2, HGT-3, HOT-4 Heavy GirderTredown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2.3SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 13 HTSQ18KT1 HTS020KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9,LSTAI2,LSTAI6,LSTA18,LSTA2I,LSTA24,LSTA30,LSTA38 Straight Straps 18 LSTI49, LST173 Straight Straps 17 LT820, LTS40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwist Strap 19 MOT Medium GirderTiedown 20 MST27, MST37, MST48, MST80, MST72 Sbalght Soaps 21 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, MSTA24, NWA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC08, MSTC78 Straight Straps 23 MSTC48B3, MSTC88B3 Pre -Bent Straps 24 MSTI2e, MSTI3e, MSTI48, MSTIW, MSTI72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS3OC Medium Twist Strap 20 NCA2x10-12, NCA202-12, NCA2x8.16, NCA200-18, NCA202-16 Bridging 27 RCW812, RMS14 Wall Bracing 28 RPSi6, RPS22, RPS20 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SPA, SPS, SP8 Stud Plate Tie 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, SW.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST6224, STe236 Straight Straps 34 TB20, TB27, TB30, TB38, TB42, TB45, TB54, TB68, TBeO Tension Bridging 35 TWB10, TWS12, TW814 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WS108, W8106C, WB120, WB128C, WBI43C Wall Bracing Am IN" Product Donflotlon 1 CBH2.37x5.5, CBH2.37x7.63, C81-12.374.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plain 3 HGU3.63S05, HGU5.25SDS, HGU5,50SOS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers HQ Ridge Connector RaffffrHanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.82-SDS, HHGU7.00SDS, HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGU9,00-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.5WI0, Truss C Ilp HHUS7.2511 O Adjustable truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Worts Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU20.2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spaow-Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.8119-SDS, HUCQ1.81111-SDS, HUCO210.2SDS, HUCO210.3-SDS, HUCQ310- SDS, HUC0410-SDS, HUC0412SDS, HUCQ3.25/9SD4 HUCQ8.25M1SDS, HUM610- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated IZgW4020 Far drool Inks to all SOT $pprovals tried below, CLICK HERE wr:ar, For additional information regarding Florida's Statewide Product Approval System and Mardi -Dade Canty Notice of Acceptance (NON, MUM - 146&R5 a i®e FLIM ftl PVQ_ U!Z Model, Number or Name Product Deacriotion 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRSB, HRS8, HR812 Strap Ties 3 HUCQ210-2-SDS, HUCO210.3S0S, HUCQ310-SDS Joist Hanger 4 THGB21 THGB3, THGBH2, THGBH3, THG8H4 Joist Hanger 5 TH002SDS3, THG03-SOS4.5, THGQH2SDS3, THGQH3SDS4.5, THGQH4SOS6 Joist Hanger 6 THGW3-3, THGW3.4, THOW4-3, THGW4.4 Joist Hanger FL#11473-R6 sae r Product Model. Number or Name Product DeserioNon 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, HIM, H18.2, H18.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HFTALI2, HEfAL1e, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connection; 7 HHETAIB, HHETA20, HHEfA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SOS2.5, LGT4SDS3 Girder Tledown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, MErA2O, META24, MErA40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, M8TCM60 Strap Tie for Masonry 12 MTSM18, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry FL#11496-RS gee # Product Model. Number or Nama Product Description 1 DTT1Z Dock Tension Tie 2 HD12, H019 Bated Holdowns 3 H03B, HD58, HD7B, HD9B Boned Holdowns 4 HTT4, HTTS, HTTS-3/4 Tension Ties 5 LTT19, LTT208, LTT131 Light Tension Ties FL#1392B-Rd 1 Product Model. Number or Nama Produ Description 1 SB5/8x24, SB7/8z24, SB1x30 SS Anchor Bois 2 SSTB10, SSTB20, SSTB24, SST828, SSTB34, SSTB36, SST81 OL, SSTB2DL, SSTS24L, SSTS Anchor Bolts SSTS28L FL#f3872-R4 3@a# Product Model, Mum bar or Name 1 CMST12, CMST14, CMSTCI6, C814, CS16, CS18, CS20, CS22 2 HRSB, HRS8, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI2e, MSTI38, MSTI48, MST180, MSTI72, S/MST27, SIMST37, SIMST48 3 HTS16, HTWO, 14TS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12. LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 6 LSUSH3.25, SUBH3.25, MSUSH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36. ST6215, ST8224, STU, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST8238 11 MTS12, MTSiB, MTS18, MTS20: MTS30, MTS24C, MTS30C 12 SGI.58, S91.81, SM.0e, S/82.37, _5W.56, S1132,58, S/83.12, M.66, 5183.62, S/B4.08, S184.12, SB4.28, SB4.76, S 35.50 13 S/BA2.1218, S1BA2.12110, S1BA2.1212, GOA2.12/14, S/BA4.18/8, WBA4.18/10. 5r8A4.15/12, SSA4.15f14 14 SfH1A 15 S1HDBS, SMD8S,SMDIOS, SIHDiOS, SfHDiSS, SMD15B 16 SMDU4, SMDUB, S1HDU9, S/HDU11 17 S/JCT, SMJCT Product Descnotbr Called Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Faoe-mount (DU, DHU) and top flange (DHCTF) hangers available In widths ranging from 14/18" to 3.9M8" and heights ranging from 9-1/8" to 23-15/16". Face -mount hangers Face -mount hangers available in widths ranging from 1.518" to 7- 3/B" and heights ranging from 5.6/18" to 12-7/8". Foce-mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 6.1/8" and heights ranging from 4574" to IS.&C. Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange Is concealed. Fooe-mount hangers Face -mount hangers avabble in Werthe ranging from 1.9/16" to 7- 1/2" and heights ranging from 2.7/8" fo 19.1W. Concealed flange version (HUC) available for all models having width equal to or greater then 2-9/le". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12rXM20 Far drool Inks to all SOT approvals load below, CLICK HERE . For additional information regarding Fladda's 9ttdewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), Ci Wi HERE. 18 SfLBV1.56, S/LBV1.81, S1LBV2.06, S1LBV2.37, S&BV2.56, SA.BV2.ea, S/LBV3.12, Top Flange Joist Hangers SILBV3.58, S1LSV3.82, S1LBV406, SILBV4.12, S/LSV4.28, S/LBV4.76, S/L8VS,60 19 S/LTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SfMSTeO, SIMST72 Straps 118 mil (10 go) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL*"3904-R5 AW Product Modal. Number or Name 1 CCQfv13.82-SDSHOG, CCQM4.02-SOSHDG, CCQMS.50-SDSHDO. CCTQM3.62-SDSG, CCTQM4,82SOSG, CCTQM5.S0-SDSG, CCCQM3.62SDSG, CCCQM4.82-SDSG, CCCQM5,5OS0S3 2 ECCLQM3.62G-KT, ECCLQM4.e2G-KT, ECCLQM6.50G-KT, ECCLLOMD3.62G.KT, ECCLLQMD4,820-KT, ECCLLOMD6.600-KT, ECCLRQM03.62G-KT, ECCLRQMD4,e2G- KT, ECCLRQMD5.5OG-KT 3 HGUM525, HOUM5.50, HGUM7.00, HOLIW25, HOUM9.00 4 LGUM28.2, LGUM26.3. LGUM26.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210.3, LGU1410-4, LOUM48, LGUM48, LGUM410 5 MSHA312/9.25, MSHA3.12/11,25, MBHA3.56f/.25, MBHA3.56/9.25, MSHA3.58/11.25, MBHA3.66/11.88, MSHA3,6&14. MBHA3.58/16, MBHA3.58MS, MBHA5.60/7.26, MBHA5.8019.25, MSHA5.50111,25, MSHA5.50/11 88: MBHA5SQ(14, MSHA5.50115, MSHA5.50/18 e MBHU3,5&9.26, MBHU3,6&11,26, MSHU3.58111.88. MBHU3.58/14, MBHU3.56/te, MBHU3.5&18, MSHU6.60/9.26, MBHU6.6Of11.25, MSHU6.60111.88, MBHU6.60H4, MSHU5.50/15, MSHU5.50/18 FLM 3976-R8 AW Product Modal. Number or Name 1 5DW22300, SDW22338, SOW22438, SDW22458, SDW22500, SDW22eOO, SDW22638, SDW22C34 2 SDWC154501 SDWC15e00 3 SOWH19300DK SDWH19400D8. SDWH19800DB, SDWH19800DS, SOWH191000DS 4 SDWH274000 SOWH278000, SOWH27800G, SOM27100DG, SDWH2712DDO 5 SDWS78212, SOWS183006 SDWS16312, SDWS10400 6 SDWS19800, SDWS19712, SDAS22400,S0WS225OO,SDWS22512, SDWS22000, SDWS22800, SDWS22900, SOWS221ODD, SOWS221100, SDWS221200, SDWS221600 7 SDWS22300DB, SDVVS2240ODB, SDWS22500DB, SOWS22800DS, SOWS22800DB, SDWS221000DB 8 SDWS22312DBB, SDWS22512086 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27800SS, SDWS27800SS, SDVM71000SS, SDM27120M 10 SDWV13400 11 STN22 FL#1153ti3-R3 AW Product Model. Number or Name 1 AS 18, AS 18S6, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP Mawnryi1 Masonry Per Cape Heavy Masonry Hangers Masonry Beam Hengers Masonry Top Flange Beam Hangers Masonry Boom Hangers Product Desedga Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER-H EX H DO Screw Soong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Stong-Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Trues Plates 20 go. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL*t 5730-11114 AMA Product Modal. Number or Nama Pmduct Deeariptton 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GOPM-100, GDPS, OW-80, GW-76, OW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Pa,Mler-actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products EMFair dreg Inks to ail 88T approvals Isted below, 911 a �o ac Far additional Information regarding Florida's Statewide Product Approval System and Maml-Dade Canty Upeated 12r (M20 Notice of Acceptance (NON. CLICK HERE. 11 HUS, HUSC series hangers Faco-mount hangers available In widths ranging from 1.518" to 3- 9116" and heights ranging from 45118" ro 11 ". Concealed flange version (HUSC) available for models having width equal to or greater then 3-0/16". 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1-718" to 3- 5/8" and heights ranging from OAXI to 18 13 LOU3.25-SOS, LOU3.03SDS, LGU8.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangars iS LUC28Z,LU02102 Face -mount hangers 18 WS series hangers Foos -mount hangers available In Wdths ranging from 1-9118" to 4- SM" and heights ranging from 3" to 10-15/15". 17 MGU3,e3-SDS, MGU5.25-8DS, MGU6.60SDS, MGU6.e2-SDS, MGU7.00-SDS Face -mount hangers 18 MIU aeries hangers Face -mount hangers available In Widths ranging from 1.91 8" to 5. 119" and heights ranging from 6-1611&'to 18 tYY'. 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 9/18" to 3-9/16' and heights ranging from 3-Itl W to 13-314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concreted. 21 U series hangers Fooe-mount hangers available in w(dtlts ranging -from 1.9118 to 61 and heights ranging from 2-SW to 11-114". FUr10867-R8 As" Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available In widths ranging from 1-WIV'to 7- 118" and heights ranging from 7-1 W to 30'. 2 DGBF sedse hangers Top flange hangers available in widths ranging from 341W to 7- 1/8" and heights ranging from 9-114" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 r2" to 3- 5/9" and heights ranging from 7-114" to 24". 4 DGHF sakes hangers Top flange hangers available in widths ranging from 13/4" to 3- 518" and heights ranging from 9-1/4" to 2W. 5 E05, EG7, EG9 series hangers Top flange hangars available In w idthe ranging from 5.114" to 8- 7/8" and heights ranging from 11` to 32-117'. 6 EGO pries hangers Top flange hangers available in widths ranging from 3518" to 7- 1/4" and heights ranging from 11.114" to 37'. 7 GLS saris hangers Saddle hangers available in widths ranging from 3.114" to 6-7/9' and heights ranging from 8.112" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/6" and heights ranging from 11"to 321. 9 HB series hangers Top flange hangers available in widths ranging from 1.9118" to 7- 1/2" and heights ranging from 8" to 30'. 10 HGLS pries hangers Saddle hangars available in widths ranging from 6.1X' to 8.718" and heights ranging from 10-117to 28". 11 HGLT pries hangers Top filings hangers available in widths ranging from 3.114" to 8- 7/8" and heights ranging from 7-117'to 37', 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from I N'to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2.51161D 3- 9/18" and heights ranging from 18" to 2W 14 HUSTF series hangers Top flange joist hangers aysgable in widths ranging from 3-1/8" to 3-9/1 Wand heights ranging from 5-3/8" to 13-IN' 15 HUTF, HUCTF aeries hangers Top flange hangers available in widths ranging from I.9118" to 5- 1/2" and heights ranging from 3-7/18" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2.9/16". 16 HWP pries hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1f8" and heights ranging atom 5318" to 26'. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9/18" to 7- 112" and heights ranging from 5.3/8" to 32', 18 ITS series hangers Top flange hangers avallable, In widths ranging from 1. 118" /p 3- 56' and heights ranging from 9.1 /&'to 16". 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 5-318" to 7.114". 20 JBA series hangers Top flange hangers available In width of 1-9118" and heights ranging from 93/18" to 13.118". Simpson Strong -Tie 2020 FBC Approved Products Updated 12/11VD20 ONFor dteat Inks to all SOT approvals tried below, CLICK HERE For additional information regaling Flo dev Stslewlde Product Approval System and Mam -Dade Canty Notice of Acceptance (NON, fa of 1[ Hsee 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (ST62, STB24SS, 8TB2.6SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Tien HO (THD-H, THD-HMG, THD-1­14SS, THD-HBSS, THD-CS, THD-CS8SS) Then HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 318 Stainless steel, or with countersunk head In carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (THO37634RC, THDS0834RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Tften HD Threaded Rod Hanger for concrete THD50234RH,TH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLaNct30-RS MUM Product Modal. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bole 2 (STB2) 5 Titan 2 (rTN2) 6 Titan HD (rHD-H4SS, THD-HBSS, THD-CSBSS) 7 Titan Turbo (TNT) FLNIS#37-R3 AW Produat 10dol. NUMbOror Name 1 X34B1016-SK,X1SiD18,X1B101e4K,XQ1S1019,XQ1B101e.4K 2 X1_Q114T1224,XLQl14S1224.2K 3 XMQ114S1224, XMQ11481224-2K 4 XQ114S1224, XQ114B1224-2.5K X114S1224, XQ112SI224, XQl l2B1224-2K 5 XU3481016,XU3461016-5K FLNW320-RO Product Model. Number or Name 1 DSSCB43.5, DSSCS46, OSSC848, DSHS 2 FCB43.5, FC845.5. FCB47.5, FC6495, FCB411.5 3 FPHSD34S1018, FPHSD34B1016, FPHS03461018-5K, FPHSD34S1214, FPHSD34B1214, FPHSD34B12145K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SF04.25, SFCe.2S 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25: SSC6.25, MSSC2.26, MSSC4.25.. MSSC6.25, MSSC4.25KW, MSSC8.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.6S 7 SCB43.5, SC845.5, S0847.5, SC849.5, SCS411.5, MSC84535 MSC847.5 8 SCS32.5/97, SCSe2.5Q7, SCS52-61118, SCS82.6/1le 9 SCW3.25, SCW5,5 10 SJC8.26, SJC10.25, MSJC8,25, MSJC10.25 11 SS03.518 12 XLSH34BI414,XLSH78B1414 13 XQ1S1016, X0181016.4K, XQ1S1214, XQ161214-3.5K, X07881224, X07881224-3K, XQ114151224, XQ114DI224-2.5K, XQ112S1224, XQ112B1224.2K, X3461018.5K, X1S1018, X181016.4K, X1S1214, X1B1214.3.5K Pmduct Dowbotion AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive fat masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Soft 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description NiO-18 Strong -Drive X Metal Self -Drilling, Topping Scrw,s with 03 Drill Point 012-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with 05 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medlum-Head Metal Set -Drilling, Tapping Screws with #6 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #6 Drill Point #10.10 Strong -Drive XU Metal Sot -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #1214 Strong -Drive FPHSD Fromingto•CFS Sell - Drilling, Tapping Screws Steel Framing Connector 9*91 Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping Screws 410.18, #12-14, and #I2-24 Strong. Drive X Metal Self -Drilling, Topping Screws 4_0 N N 0� LZ .� � N C Cd 0 '0 a- .� U Cl) CU CV Fn- O O a O O 3 O U_CO CIO 0 EO^' W L C O C Q -.o.�cna Z W J vI CC m L W Z J Z Q J a SHEET N0. PA 13, (U J _ U) O U 0 'a O O Q ad •� 0 . CU to .a 2 0 5- C O LL .� -a C O O C Q) L � CU a trs fp > W ,o Cr �' '•C R A � v N x 61 Q, �" ✓ C E C y u Q 3 � ea y ar a � c o N O_� C O O d U O �� CU O O Q L_ U s, N U M O s6— L w Z Cll z Z Q J d SHEET NO. PA 1 A MIAMI• �cgtrN�'�r rat�Dvcrcta�cat: sacs PGT ladtestries, Inc. PGT lsa�tries. Inc. PGT Iaatastcies, Inc. t lSC1i sw as s� Ram � NOTICE OF rt1►CCEPTA,�1+C'E: Et�'IDENCE StJBT1d�TED NOTICE fl►F .ACCEPTAI~TCE: E4'IDE�'YCE SOB�'TED Dxrs►A�ra�a� �ea�•roxYax�a zcoetat�ac � �) i�s� F�nswe 3317s-2�i# BQAitD AP(D t:QdaE Aa3@II$'cilATlt7pcDM�li�lf I` (i8� 315-2390 F [ice 3ii-2S4g NOTICE OF ACCEPTANCE: EVIDENCE SUB�dCITED D. QUALM ASSURANCE Q NOTICE OF r'��CCEPTA�''1i CE (NOA) ,r,r*..n.��.�+«.aa.F 1. E�dencr.. srtbmitred under previous 3�T4a A. DRAGS B. TESTS (continued) 1. IMtami DadeDeparttYaeat ofRegulataryand Economic R:esouroes �RER)_ PGTL�irs,Inc. 10?0 Techaob�s Dx� e, 1 _ Mannfact►�s die draw" and sections. tags S. Test report on 1} Air Infi�ion Test, per FBC, TAS 242-9�4 North t'enicr, FY. 34: T3 �Srrb�rtil�red uAderlV{l�f ?1ru.11-019T, t�j �2} Umfomt Static Alt Ft�sstst Test, per FBC, TAS 202A+t E. MATERIAL CERTffICATIQNS 5�aa7e: 2. Drawing No. ice-SS7©.0, titled °`Vinyt Sliding Glass Door NOA (Id�ij", sheets 1 3) Water -Resistance '.Test, pas FBC, TAS 202A�4. 1: 2�Iatioe ofAcceptaace No. I5-0328.Id issued to V�i�oa F�*��� Limited fortheu 'liiisNVAisbeiagissaedw�,dertheepplicab�tulesaadie8alataaas.8averniog�e�eofccrostru�r�ionutabriis}9.Tbe tlmcxt�h 21 of 2i, prepared b�rmanufacttnr�, dated lSli�, with revision A dated 4} Large Iuitssiie Impact Vest perFBC, TAS 201�9�4 "'4V1�i�e Rigid PVC Exterior Extrusions for Windows and Daoss�, dated ()8113J15, do�ameate�iam submttedbas beenreviewed and aocep�ad�isp hfiami-Dade camtyRER-Prc�dnrt Cabot Sectioa� to filltY�/I7, and and sealed by A. Lim Meet, P.E. Sj Cyclic Wind Pt�essttt�t Loadim�per FBC, TAS 2�3-�9�4 � as 09130i119. be used it:1*�uai Dade Gvimty sad srtsror-area�a while sllvePed by � Ru�argy Roving Jwiadictian (All). 6) Ennead �Y Test, per FBC, TAS 2Q%94 2. Notice of Acceptance I�Eo: Ifi-0920.�8 issued ro Vision E�ctros� Limited f<�x6heir "`4'E 'Ibis.NOAshall not bevalid alkrllu�txprati,c�date statedbelarov_37�e11diami-�deCcu�tj*Ft�©dnctCaatraiSec �ia© B. TESTS alb t�tthmat�d-Dp drawings and installation diagram ofvifty3 diding glass d'oc�t; PtrePare+d ]IOflO Tan 202 andiighte[' Shades (i�Toa-�7uO) Rigid P�4'CEztetiaat• Extrusions tbt' (ta D�mpuiDsde Caody) amcirorthe AHJ (iaa�oftwthanl4FiamiDadeCaputy)reserve the right to have this 1_ Test t on 1 Uziiform Static AirPre Test, pexFBC, TAS 202-�94 } b Fa�aatio�a Testing La1a, Inc, Test and Y ReP'+ott No FTL 8C�4p, dated l 1,r13, signed Windows and Doors"; dated 12/48t16, elcpaiag as 12�`?9f2I_ prodnet ar oadirriad tarred far gtta}ity assarancepugwses. If �ii pmdaCt or mtnbesiat fails to pafatmia $►e accepted � �e � Impact Test per FBC, TAS 24I 44 sealed by Idalztns Ortega, F. E. (Test report revised on 12/04f15 and 0?�'I ltlb) 3_ Notice of Acceptance No. I:�1l528.15 issued to Vision F,� Limited for their manner, thetnatafitdmer williacnrthee of oath and�e Affi zevol;e,-ens or �YY �- 3) Cyclic 'GiTsad Pressure Loading per FBC, TAS 243-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 242-94 Brarwa Coated (Painted or Laminated) White Riga PVC Eztr:ior Extrusions for snspaad the. use of -each product or material wig ttieit jarisdictkon. REit tesrrves the rip�t to revoke this a� wft�ODd� � � aiag�m� °f v7ayl siidi:Zg glass door paepaned 2) UnifoIDm Static Air Pressure Test, per FBC, TAS 242-94 �Vittdo�rs and Doors"; dated 0$113n3, expi�g aai 09130/19_ ac if d is deterco�ed I�aa�-Dade G PnadnGt Coea<�at Bettina But �,is or i fans to �' CountyProduct pinduct Fenestration TGstiug Lab, Inc., .Test Report No_ FTL 8717, dated I7.r'Ofi/I5, signed and 3) WaterResistance Test, per FBC, TAS 2U2-�94. 4: Notice ofAcceptance l�io_ 2697I2.02 issued to ENERGI F� Solutions USA, meet th+r nec}ns'rrmat>a of the applicable code_ budding 'This prodatt is approtiedas described besets andhas barn designed to complyarch the Florida Coder sealed by Idalmis Ortega, P_ E. (Test report revised. oa 02J15J16 sad 02►'24f T 6) 4) LangMissile e Impact Test per FBC, TAS 201� Inc. for their `�'A34T 3W and Lighter Shades (Non ) Rigid PVC. Exterior snch�diag the Veaocitjr Huorimte Tcme: High 2. Pest t►gpwt on1) Air InfiltrationTest, per FBC, TAS °242 �4 5) Cyclic �iad Pre�ue Loadmgper FBC, TAS 243-9�4 Eatrosloas for Windows and Doers" dated 091151lb; expiring on OJ44121. DESCRIPTIaN: Series u�C?012770" Vinyl SB�iesg Coss Door 13%i�eforce��rhiro 90a Sr I3� caa�eers-L.�L � Uniform Static Air Pie Test,. per FBC, TAS 202-94 along with matloed•-up dravimp and itsaltati� dia�m of vuryf sib glass Boar: Psepa�rd S. Notice of Acceptance No_ Ib-0712.O�t iced to EP�1t�CI Fenestration USA, "Bronze APPROVALDC)CC'T: Draa�;agNa. D►im-5�7id� Re,�B, titled "V�! Sliding G]assDoorNOA �i,My"', sZ,een 3j'WaterR Test, per FBC, TAS 202-94- 4) Lasgc. � Impac#. Test per FBC, TAS 2a1-� by Pion Testing Lab, Inc, Test itepott No. FTL 8552, dated 1225r signed and sealed by Ides Ortega, P. E_ ('Ii�st apart � on 02115r2416) Inc, for their said Ligltiter Shades of Cap Coated Rigid P�'CEat�r Estrinsions for R-mdaws and Doors" .dated 09l15116, egg oti D4J1+bJ20. i � 21 of 21, greparedbymamt5ecnwn�; dated i�'OS:fi 5atrd last revised an �"+../4I�21, signed and sealed by Sj Cyclic Wind Pressure Loading per FBC, TAS 2t13 94 7. Test report on 1) Uniform Static Air Piessar�e Test, per FBC, TAS 202A4 b. Notice of Acc+eptamae l'�Fo> 16-07I2.83 issued to ENERC:I Fenestration Solutions USA, A. Lyma14>d1er, P.E., bearing �e Miami -Dade Co�mtyProdnatControl Rrvisionataam,aith thel�i'flti,oe of 63 Forked Entry Test; per FBC, TA5 202-44 2) Large Missile Fact Test per FBC, TAS 201-9�4 Inc for their "`F{�kite R%d PVC E��ar E:r�erpsivas for �4'ladr�s and ENNIMMMMMUMUMMMULL MIAM MIAMI-DADE COUNTY rimsPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (796) 315-2590 F (796) 315-25" NOTICE OF ACCEPTANCE (NOA) www.minw[dadesov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffher, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", b" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 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 E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ,l� //G-�`✓ NOA No. 2040630.15 cc= /� Expiration Date: 09/11/2023 08120' e'e Z o Approval Date: 0&20/2020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None: F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. &,yz f my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 N .0 C Cast -Crete USA LLC a USA. A. Cast -Crete LLC Cast -Crete USA, LLC (DO- ` O p_ ANCE: EVIDENCE NOTICE OF ACCEPT SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .� U to {= 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 C O � � N A. DRAWINGS A. DRAWINGS A. DRAWINGS C LL 3 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of I, L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of � C O _0 ...r , � � prepared by. Craig Parrino, A.E., dated March 24, 2003 and Drawing No. LT461 Z titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast --Crete 4 ", 6" & 12 " to -C O > "Cast -Crete 4", 6" & 12"Lintel Safe load Tables', sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables" sheets I Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06112114, all N Q Craig Parrino, P.E, dared March 24, 2003, last revision #I dated April 28, 2003 both through 3 of 3, prepared b Craig .Parrino, P. dated March 24, 2003, last $ p P 3' g re are signed and sealed b Craig Parrino P. E., on 08119114. P P � g� Y S � � O t0 y..- Q drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on f— � U }, ,C 4— Q B. TESTS March 22, 2012. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and B. 'PESTS 1. None. Unfilled Models, total of (13) concrete lintel specimens, per ASTME-S29-94, prepared I. None. C. CALCULATIONS by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE BY County P f g r!' (RER). 1. Miami -Dade Coun Department o Re ato and Economic Resources Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1 . By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. D. MATERIAL CERTIFICATION: 1. None. F. OTHER 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certing compliance with the Florida Building Code, 2014 Edition. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, AE, certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, A. DRAWINGS prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None' B. TESTS "Cast -Crete 4 ". 6" & 12 " Lintel Safe Load Tables "' sheets I through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS W 1. None. C. CALCUL QTIONS B. TESTS 1. . 1. None. C. CALCULATIONS D. QUALITY ASSURANCE C. CALCULATIONS 1None. . 1. By Miami" -Dade County Department of Regulatory and Economic Resources (RER). mi 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None, 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. Z Pro net Control Section Supervisor PrI uct Control Section Supervisor Product Control Section Supervisor NOA No. 204)630.15 NOA No. 20-0630.15 NOA No. 2041630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08R0/2020 o E-1 E-2 E-3 ]U CU _ Q E ci u 0 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Cl Helmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 CU 0 1` CL CL Q C 0 CU m Q F— L_ UJ z J Z CL SHEET NO. August 10, 2022 PA 1,5 Z I ILI ECO CBODIIGTEY 2 3 PRW r CYAIAI ATntYRt 11111INAT 1n. II� ACIIUAf 2 iwc- 1 L ECO �wc. TILIrT TEdTlttlO S EIt,1®IN@@RINO COMPANY wAraT1R A. Tnur )R F.E. .2. TEST REPQRTIS: Large tnlasib impact rg pact and fatigue load tests were performed under Protocols TAB E. MATERIAL CHARACTERiSTICS.,AN�_$JyFCD=1C nONB: Shall be strictly In accordance with General Notes and Components Indicated on TILLIT TESTING t ENGINEERING f�NfPANY _ . _._ .... _._ _ . _ _ ._..._ 9 TEST REPORTS: � .-�.. Large missile impart load tests were performed under SSTD 12.99 standard ae , bI '°) K n YL PB.LN•iO Nq. MfFA 201, 203 as r section 1620 of the Florida Building Code. Uniform static load@ 9 sheet 1, 2 and 22 of 28. of Product Evaluation Document (P.E.D.), drawing wALTERA. nr r,rr, r11, rX. H)IeuoReol.LONn PRODUCT EVALUATION REPORT W.►t LkRmwx, 44idl per section 1609.1.2 of the Florida Building Code. Uniform static loads as per PL C.A.SaerNu.mOFTW as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176, Anchor specifications shell be as Indicated on sheets 1, 7 and 21 of LJN.ew Xq. tLLA. WN)JP Section 1709A.3, per ASTM E-330, Test rsports prepered by Amerkwn Testing Testing, Inc., Reports # 98-S69 dated 08/09i1996, 08-670 dated 09/18119ge, 28, of Product Evaluation Document (RE.D.), drawing No. 20-176. Lab of South Florida, Report # 0814.01.01 dated o3/11/02 witnessed by William P RODUCT EVALUATION EPORT #96-T30 dated 00120/1996. all three signed and sealed by Hector M. Medina, REPORT NO.: 2t1.0727.02 R. Mehner, P.E.. Sortz Moroz, P.E, and Henry Hattem, P.E. and Report. No. FIX-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18H995 and 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo # 2126 dated 10/05/1998 witnessed b Gilbert Diamond, P.E.and Report No. Y Po 7. (.loll fAT10NS AND CONDITlON8 OF USE: DATE: July 27, 2020 Largesepoda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.- 20.0726.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespeda, loadings per Protocols TAS 201 6 203'as per section 1600.1.2 of the Florida P.E. and Henry Hattem, P.E. 7A. Shell the strictly In compliance with General Notes No. 1, 8 M 14, Indicated PRODUCT CATEGORY: Stutters Building Code, Test Report prepared by American Totaling Lab of South Florida, DATE: July 28, 2020 Tensile teat report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 28, as well as General. Notes # 1 thru 4 and 11 fire 18, Indicated on sheet 21 of 20 of Product Evaluation Document (P.E.D.), drawing NIL W176 PRODUCT SIJB•CATEGORY: Storm Parole Report No. 11.23,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez' P.E. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grata, P.E. prepared by Tllteco, Inc. and signed and sealed by Walter A. Till$, Jr., P.E. PRODUCT Slls-CATEGiORY: Storm Penols 2.3. STRUCTURAL ENOINEERI_NG N AT1nuc• - G�•I-- ---- 7,2. Product may be Installed vlrltllln HIGH VELOCITY HURRICANE ZONES as GALVANIZED STEEL STORM PRODUCT NAME; 24 PANGAGEL PANEL Tensile feet report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2008, slgned'and sealed by Frank Grata, P.E, as per ASTM E.e and Tsnt+tlo fast as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steal Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel defined on section 1620.2 of the Florids Building Code. per OC Metallurgical Report No, I OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jecbfand, P.E. an per ASTM E-5. A TURlR: l61ah1el PretrotleeE Produri a t r length based on rational and comparative analysis. and In accordance with section 181 B of the Ftorlda Building Code. Calculations prepared by lilteco, lnc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame MANUFACTURER: Global Protects Products LLC 48M S.W. 51 Street Ms STRUGTL[PJUf31N �(�JN{p �„ALGLLATIONffiMANUF: 4800 S.W. 51 SUest Davie, Florids33314 dated 11/03/00 and 03112JI S. signed and sealed by Walter A. Tillit, Jr_, P. E. vres. structures.Davie , Florida 33314 On 24 Gage Galvantzerf Steel Storm Panel nel for maximum panel length vs. design for wind load, ao well ea maximum anchor vs. design wind load and panal 1. PURPOSE OF EVAL CATION' 3. MISSILE IMPACT RESISTANCE: Product Evaluation R (Floridaength sport prepared by Walter A. TIIIN, Jr.. P.E. Fonda License 1. PURPOSE OF EVALUATION: based on rational -and comparative analysis, and in accordance with This is a Product Evaluation R A Report Issued by Wafter A. T11111% Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of T86aco, Inc. (Florida CA-000B719). This is a Product Evaluation Report issued by WalltorA. T1111% Jr., P.E. (System section 1604 of the Florida Building Code. Calculations prepared by Tllteoo, Inc., dated 12I78h0 and 08/27/13 (for this revision), signed and sealed by Walter ID # 1906) to the Global Protection Products, LLC, Rut* Chapt*r No. IInWrHNAF 10 # 11906) to the Global Protection Products, LLC, Rule Chapter No. A. Tlllit Jr., P.E. 01020.3, Method 1 D of the Florida Depsrtment of Business and Prohsalonal Regulation. WIND LOAN R�„$ISTANCE: AAa A, itL t •• •••.�/l 614120.3, Method 1D of the Florida Department of Business and Prafssslonal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind A► ' JQf N ''• 6� 3. MILE IMPACT RESISTANCE; This product Is balrtg 1BalNed an Evaluation Report as described herein, and has pressures.Maximum panel pre length shall be as indicated on shheets 8, 10, 14, 16, 18,19, 25 end 28 of 28 of Product Evaluation Document (P.E.D.), drawing No, - C%� 44167 � Tile product is belflD issued an Evauatlon Report SQ deactibed herein, and has Large missile Impact under sectlon 1809.1.2 of the Florida Buiidin Code, as per g &STD 12.89 Standard and TAS 201. been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to vertljr that the product Is for the purpose intended alrat bequivalent to that required by the Cods. 20.175. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15,1?, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. � �,1� STATE OF ' been verified far compliance in accordance with the 2020 Saverdh Edition of the Florida Building Code, and to verity that the product Is for the purpose IntendedD.), at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE* drawing No. 20.176. ,�'••. Oigtp ,.••' • This Product Evaluation Report shall be sutoct to ravlew and revision In rise of a gu ilding Code change that rrynr affect Its limitations and conditions 5,_INSTALLATION: @A S...... ��� "A"NHnu,ula+'" Thla Product Evaluation Report shell be subject fA revlewand ravielon to rasa of a Buildingpressures, Code change that may affect Ya limitations and conditions 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum panel length shell be as Indicated. on stloets 3, 9, 10, 11, Installation shell loot performed strictly in accordance with details indicated on 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT ONJ)OC.IIMENT(P-4EHQAii sheets 3 thru 7,10 thru 20, 23, 24 and 28 of 26, 0f Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as p TI TRCO ADMON RECORDS t P. 6. RaPORT.261 OL0@AL PROTECTION PRODUCTS, LLC 120 GAGE 13ALVANIMSTMI.STOFWPMgLi DMW1126.776LRL'PDW0tl7-0T28p1 2. WDENCE SURNIMEDoand Maximum Anchor Spacing shati ets be as indicated on she6, 9,10,11, 73 fire 18 18 of 18, of Product Evaluation Document (P.E.D.), drawing No.1r0-1TS. Drswing No. 20-178, titled "26 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drowUg No. 20-17S. 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D,1: '24 24 Gage Galvanized Stool Storm Panel has been velifted for code compliance to work as aran-porous affirm shelter assembly, as per SSTO 12 9B Standard. sheets 1 thru 28 of 28 prepared by Tilteco, Inc.; signed and sealed by Walter A. Drawing No. 20476, tilled GAGE GALVANIZED STEEL STORM PANEL', ��}2, Tvht, Jr., RE.; dated 07/2612020. This drawing Is an integral part ltnrpkA Evaluation Report, �e Its A, r/t 4 ., n++'+rl�ty)„A A l� LIT sheets 1 thru 18 of 18 prepared by 11tow, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020, This drawing Is an into + f�tiIs rM� ��+ Evaluatron Ralwrt. �1/T 1m g a1 •...,:. ,,....•, _ .. �`: L1G✓<ks�,' � -- E r� `�G N61 . ✓� ---�. _�'�FN14cc•'. No. 44107 ���=r - { MTE OF 67 —`7t'as 72 7 ak 71T = FAi �(oAloa . w ' `T IOA10 . R 1QNAl ;,a • ,� �� a1G� o� RcoRia* w /ONA1 Nay`' 6355 NX 36th Street, Suite 305, Miami, PIIDrlclp. 33166. Phone: (305) 871-1530 - ti 1 ryN AUNUjjjt0%,� 6355 N.W. 36th 3treAt; Suite 305, M uni, Florida 33166 - Phone. (305) 87)• AA I531 '!`rrhlumnnnn nHHH„L,u AINNNp,UH1A 901% MOM,• THAT e J) 0 CASE THE COMM= PANELS. SnXXU OR WOOD BE MIND WINDOW OCMWORD /CHOWS IIMA L BE LW ENOLKI» TO REACH THE MAIM sr � MMLL 9 1. STOW NDOW ON tHIs INROpUC'T EMIWTON DOCWIE)R t1P C,o. HAs KEN VERM FOR COMKMRCL N ACCORON1l'E wRN TN[ LDITION) 1,E AN ONOPOE ABLI BE AS MENTIONED INe.l) AND IN 61.2). 3Wo I71N Or TT.OBLOA 11uRbNG (C) To wpm NOxe I" imam CIAMIY,�f- . .• NNN,- - 1/� TAA:ON U54M WINO LOADS SHALL K DETERMINED AS PER SECTION INTO OF THE ABOVE MENTIONED CODE. NIfSgRB, AS WINNACNNIO BY i.7w. KRLD M, INC FGR A WIND EPLEO AS RFDIINED a RIE u1ANE01ctaRN eHunERs ,DULL K RNST AND FOR A OHRECTIONAlrA115n Ol 00=111 UONO MCL 7-te "VD SIY1lL NOT fMOXO M EMRWMUM ASA.) - ,4-10 PANQMATE FEAMLE 10 AND PANEIMATE PLUS ANCHOR@, AS MAAKACn AM SF ELCO CONSTRUCTION PRODUCTS - ,/A`• lAO ECR[NS PEA NOS. KSM MINIMUM[ RATINGS 00I0100) ON SHEETS 7 TWN 12. 14. 1% 16, TO t 30. - 7/TRY . S/a• WOW 9USMINC. AS OISrNBURO BY ALL POW SO", BOLT It SPECIALTY CO. N DAM 10 VM" INC ABLAE CONORKN. U.111MA7E OEM WIND LOADS DETERMINED PER ADM 7-70 SHALL BE CNET REDUCED 10 A.SD DwICN ORNO LOWS r MULIIP,17Np THEM By 0.6 IN OfiOER 70 C 1) MINIMUM ANEADED PENETRATION ONTO W- OF TA►COH ANCHORS SMALL BE 1 112' *0 2- FOR LLCO PANELMnTE PLUS COMPAK 7HEsf W/ MAX, (Aso) DESIGN PRESSURE WORM NDIt ON SHEER 7 THOU 12. 14, 13, 14, 1e t 20. AM PAHQYALE PeAALt A. W ORDER VOM1' TH! PLO Al ISM. WERE NOr OVA A 731E INGwEIBE N AILOWAtE ANbIBM C.2) WOO" TNW-#4w PENETRATION or LAD WNW. orm THE WOOD FAME: %w .SMALL BE t I//3-. N0 THREW® PDONIATION Mo STUCCO BTU. K CONLIOORD An PART OF TM RMM AWEem M'77Ni1RATKN. F R N USED TO W0O. STRESS Fill WINO LM06 RAAe 6QL LISEO M 11EW AHMT.YDS. fA51[IIEAS SPACe10 iD WOOO PIAS SElN OETWeNED w ACCORDVICE WAN NDS IOIL C.3) MINWARA EDGE DISTANCE Or LAO SOIIEWS. INTO WOOD SHALL K AS INDICATED N THIS DWMNG TEAMCME AEWK•7 ILPER AND MO MAN KEN ACCM WNM SECTION of DOGOWNESISTANCE ME MENTIONED E A NIL. INC,N %-be , pg21ELM10 t NC. 70 -N30 N-AS 1 N-7]0 AND C.4) LleeAl11M INDICTRADON Of WOW OVOMNo SMALL K 3/e• )/4' •-20 SCM" USED SMALL Of 1 1/2• LOK WON" FD O INC.,PER IDIESTIIATIOM 1ta7R/0 W C.W6POR15 /2035 " a1K AS /ROTOCOLS TAS-201. TAS-202 MIO TM-203. #103 ROVOC S-201TT8 S-202 ,NDMO STUCCO E%IST. MIO 1' YRRWIY FOII MMt3 Mml MO SI11000, AS WELL AS MOKM TEST W O SOUTH FLORDA REPORT /OGn.01-0O. AS PER TAS 201. TAS 207 AND TAS 203 sIANOUDS. 2. ALL ALIRAMNY EXTRUSIONS ro E e063-Te ALLOT ArD IEY►OL (UNLESS OtK11M9e NOttO), SEE SIRRt E CIL) M CASE THAT PRECAST SIOIL OR PRECAST CONCRETE PANELS. SPUCCO OR WOOD NWW K rOUND ON THE pWSTA10 WAIL. ANCHORS SHALL K LONC LNOION 70 IEACI THE WIN STRUCTURE 80" SUCH PANELS AN s1111 E AS AL GI), t CIA) 3 ALL ALL4MNMI SHEET METAL USED AT CLOSLIM SHALL WIVE 3105-H14 ALLAY. FO ARM HEC. SHALL (D) A'C1016 SHALL K INSTALLED rouDWING ALL Or THE RFOONREHIDMi101AS Nil sPEcrR2ITIons a nE NMr10R's ATAA111rACRIRp,. A ALL Stt[L ,MEET NI IA PAN" SHALL HAVE STRUCTURAL QUAIM S,Ea ARM A-N3 SAW 50 MMK M. a-&0 OkWMED STEEL omwTIGN Itim. SLS to (AFTER OOLM). e. PANELS MAY AM K INVALED NOREDNTALY FOUDO" INSTALLATION DETAILS SHOWN ON SECTION 3 iMLo/GN to (SHEETS I THIMOM e) EXCEPT 1119 WMM (D A* SMALL NOT K U3E0. 5, ALL SCREWS TO K STAId= VM 304 OR 310 AM XXV$ OR CORROSION RESISTANT COATED COMM SIM AS PERDil O W/ 00 loll TEW srpllOH NO Eo Iw TENSILE STIICNOM At 3HNL COMPLY W/ FLORIDA BUILDING O R BILL K 1H: RESPONBBRTh OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE M1EIIf SHUTTER IS TO K SECTION 24, A.3.4. SE I 2 ATTACHED To NSIAK PROPd ANCHORAGE. TIN !NUTTER SHALL OWN ATTACHED To CONCRETE. BLOCK OR WOOD iNWE UILMM. e MOMS TO K ABM A-307 GALVAM24D STEEL. OR AM 304 SORES STAINLESS STEEL. MN 30 I•i MN N YIELD sTAENON $0. EACH REGULAR STORM PANEL WITH LFNOTNS OVER e'-e THRO1000 ,2'-4•. AS PER SEC1Dn5 e. 0. e t 10 AND ALTERNATIVES ON. T ANC/IORS TO RAALL 91A11. K AS iTRLOYb^ DW t ,OW ON SNEER 3. e t 12 R[�OCINEIr, SWl WIVE A LOOHBLE MRT RLIOLT Ve1BlE II/ANRIC INSTRUCTING OWNER OR 1DNANT TO SECURE PANELS WI1H APPIILABIE IERIIORCDNENr OLN/D PCWODS 01 HURRICANErAARNHHa W - I/••• TAPCON ANCHORS AS MIMO1191 RED BY ITV OULMX. INC. (W. V-3,N .iJ It THE INSTALLATION CONTRACTOR TO to 9FILJCAIRN ALL SHUTTER COFOEM EDGES WHICH RDMW IN CONTINUOUS CONTACT MTW THE IKADW TO PREVENT UND/RAP NEIIUSM)N. - t/4-A .,,//*' SOLID -SET ANCHORS. AS DWRVUEO BY ALL POW WNW, NBOLT t�SPECIALLTpoe.)Y CO. 17. STORM PNNFi ETUSDN ONACOW-LyWIN SPCLMECATEO IN THIS DRAM" PLUS ANY eUD1D AN2aMANC EIAAtNE (Mal. re.700 WILL) PROVD ll THE JURISDICTION WHERE MW IS APPLIED TO ' /14-10 PIANELMATE FEMME O • PANEAMtt ILIA ANCHORS, AS WNUfALTURED BY F1CO CONSTRUCTION PRODUCTS13. (1•N. µi.)-ORP (y THIS PWODUCT EVALUATION DOCUMENT (P ED.) PREPARED ITT THIS DIG6SR E E GOPC AND am aw PRWOE 0EOM/4TOR A SITE PROOCt TAIN0 ANCHORS. AS MANUFACTURED NY TRu-FAST COIN+ORAT,ON (re.]e00 It -)FOR - TAP 1/4-0CF SPECIFIC Iu, WHERE THE NEE CONDITIONS Dr.Wt FROM THE PAD A, I) MMARRE OADEM M OF TAPCON ANCHORS NOD POURED CONCRETE SMALL K 1 3/4^: 21 FOR P•AN:LWTE Fuwx (►) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. MG PURCHASE AD INSTALLATION RICUCOIn SAE" Of THE PROOICT BATED ON THISP.E.O. PROVIDED HIVSE OOP NOT KUM7L FROM THE CMU"DWS MAILO ON INS DOLMEN[ O AID PNEMKTE FILM AND 1 1/4• NOW a TAP -OW A"C1gR5. CONSTRUCTION SAFETY AT SRE IS THE CONTMCTa•S NILEPOMSNKm. A2) CALR-IN t SOUP-90 ANCHORS 94AU K OM MM 7/O• INTO THE POURED CONCRETE NO EMKOEM INTO (e) THIS PRODUCT EVALAATION DDCU DMr WILL K CONSIDERED INVALID E MGWWD. STUCCO SHILL K PERMITTED. 1/4' 0-30 SOEWS USED 94UL K 1 1/2' LOW We" "AD STUCCO EMNEF, AD I• MR$" FOR WALLS WWN NO 71UCO0, AM MAN WE HEADED SM" OR ALL MEAMO SCRQUS 4T/0 NCO. (d) an SPMIFIC P Ik"M SNA" E mow" K A non" MONITORED DON= OR ARtlNE'CT 04CH DULL BECOME IE on WITH WING NUTS. DOOM Or RECORD (EQR) FVW ME PROJECT ND 00 BILL K RESPONSEE FOR THE UK OF�• THE P-" DOMINEER Or RECORD ACTINO AS A DELEGATED ENGINEER TO THE A.3I CAA THAT CONCRETE PANRS, PAO OR MO06 BONDS K FOUND ON ,M K. PPROOOPDI SHALL EAAAW TO THIS Wn* TAIETPE SRE SPECIFIC ORA OM FOR Wvtr . w ORFLPRECAST E 0A ETOOR, ANCHORS ANC ORS SK LON RE CHSTUCCOTHE MIN K TO )IFi1CH THE MAN sTAUCtXRE BOHRD STAbI [AND POSTRY, CH N A 1 PAINQ9 ANC/IORW[ ,11LL K M 11WTgNm N A 1) AND N AD. E I (4) THIS PLO. ,ILL BEM THE DATE D OUOINAL 4K Nil ]IGNATMIE Ili THE •ROFLS510HIAL R LNGINrER or RECORD I117 PP01NL0 R. (B) /e DOSteNG m WA - 1/.' • LIPOON ANCHORS M MNNUEALTI OSBT X. 7. W eWDER. INC, 14 SUTAER MWUfAC1lMWRY UBfl SIMi! K LOCATED d A IIEMLr VISIBLE LOCATION Ai 5110RIE 4• A A 7/r CALK-IFN ANCHORS. N NMMUFACAIR[D WN DEVIAT PKI (MN. re.1500 p- PANEL ] KIM IN ACCORDANCE. WITH SECTION 1700s.3 OF FAMICA eIAMM CAE. ONE LABEL PLACID tVOR' OPC/AHO. LIIeELwc to COMPLY WITH s[CTDN It,».f? 17F THE — 1%1 11 N 3/4^ SOJO-SET ANCHORS, AS Df&TRWU BY ALL PONT SCREW, BOLT t SPEWLTY Ct F`�Ae[OLOM C ODE (DUN. - /14-10rc.MN1eO0A0WITFEW" D AND PANFAItt sus ACH(Ns, M MARRED er ElCO CONSTRUCTION THIS OMINSHALL ONLY K USED O PROOLR (MR. r.20ii;A.,) IN MO PRWs IN THE STATE OF FLORIDA - 1/4' P CF TAP -GRIP ANCHORS. M NAANUMCT RCO BY TER! -FAST CORPORATION tEtt A. i•I(� ••••••Vr 0.13 MRWMW EMBLOMON O TAPDON NK,WO6, ftCO PANUAAATES AND Cf tAP-qGW ANQDIA. INFO THE •' C rL:ORIOA BUILDINO CODE HI h Ve"err o SLOCK uNR ,IAL K 1 l/e. �• 4 •.L .MT. KIM qW. 20 "" 4111.YAMM SIM SIM PANEL , e.2) CALK-N O SOKI-SET ANCHORS SMALL K EMBEDDED 7n• INTO THE CONCRETE BLOCK UHT. No 187 Nro silx:W SHALL E PERMITTED. 1/4- 0-30 SON!" USED WALL K 1 1/2• TDNO MINIMUM pIIOTECTION Nr,MWu.nR CWT. AND t• MOO M FOR WNLS WITH NO STUCCO. •Q. fTA ,.. _. _. .. I PROM PW �. INTO EXISTING OONM" &ICNM POURED CONCRETE uNDEE A/1LHHeRs a NWouWN°M IG Wmwm ANNalmum"MILt MINE IiMINIOPa U ` W�iR1t W NNN ErsTRRa Posits 1 "A-4 --t,D..____ C1eOeNtC" AR HM \ @Pan ear ;- N \ 4 ` m �[R66 I 4 ePa, r.a�,AW I , 4. NJDNDErt RDBLRKCE' \\ \ \�� �f-- rp• ,-,R„ .._ I 1 T sa }LLn fE.Y tR 'R' �_ ,_',�"7 'iNS"iS • We /.• nplMWp ' I � ' I �, `)ONMr.TL ".-."....X �• , I � '� i � •R'A I ,,•` ,` ` f o2r � � Q AOOAI � S' E ' `\•`\• 1 � lull BUD e '� •\ 1' '�\� � a CI �``_ .-'I H w• I rl 1/Y aO 1 N�RMbWR 1 O'• C.O �•! L 1 ,R sass A& NON 4 •• CON0PE7[p'OR"�' r i cbwcREtt eLocK �e 1 Oe l �S r/3• aG r EKIDM! PCLR�_` E_AL l FgNm ED. l is I/Y CC. f N RFOMIfD. I Il r/A• NLC r i ' ) ._... oDCON,ulin e0°iooX AEQLNI[A comwm BO1iaat_c / -..,• Mw,� ' L' _-._.__-_..J R•n•TD, :' A 1-�, i p�v �SRI,eR I, � � COMO= ANCHORS + irOO 1• TRn. )` w• C GBOMDR£ I OA[ v M r WQN a TIOo1lH p BADE a TMRRNw q \• eMH a iMRNWCM Ell, 9)aNTNaO • SYL� IrQNRIeeb•E e) SDAE 3/b1 eCAw 1 1 tIOALE I I I >a 1 1 eo. • en6E LtRAANfZ (SEE SR:NEDLAE IXN SHEETS e t 6) NAA t I l �6 I ( • � flat NOTE r13A caEE6BNA7W3N ar scrRrWHe. • "A I I u t 'r A i1 A( w A BOflOA E10UNreF6s CAN K NAMBRED Y WAY TO SUtt ANY *1 AN NLSfAW01pN. n e�i uNN' q s�unsl tINlB a" 3/eMl COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS (SCALE 1/2,•/) (UFLV YE K,YOIN)-'.. -.-4 I/4QIW , ,•- ,.tee• 1 r f.�p ��,!300•• /'�, "r" 6 , I r I / , .,.-1 J00•--+ �. G&Wt HER. AEON 1,350•-� r!I�' "� m SIM mow MMTACK 2.567•Q-.A'• /f1 ' '� 2.lOY . RRAOE STEEL ID1K OALV.clut E LY Ne3MW TYP, WOW 30 MINIMUM••N rP • t ; KTAL V ` ,yttAL A NS 0.E0 W.V. `_E --ALA �, 4" l"T m STQRH PANEL ((� END STORY P/NEL Mhos OL)LP f I00 1 ,35 _.T., 1/4��E _. w/ AEAtO wGC ) 1W I AMg{!WWO*DDe^ .1W .Oer - ..Wror SAPS.2,000•Te .0115•SK2.125, .a3 37a1 RTM 1 } L' VIEW DETAIL A ROIINOEO CORNER B ENDS M PANEL'S END UP W/ MUNOW I=. RO "h" HEADER � "U" HEADER O4 ABU 9 ANDLE wan STUD ® Amayi: WITH Be= STUD SEE SET, ,/u • 2/,. tw a7.• e• i_.. -y.3Bo• _ 'ltF PAEL .iw-LA 1N a7•• .0. uA'D'icTSOW m TD L4071.Oe3• .q2S• 1 .I.e7—i • T2 1/2• DO HITN 1MDtE rOR -- T oLS,!T.NA3• ugam tam Pon a E.A. Eh Alp-iiL).Dec• 7I .OD0' KEY HOLE WISHER 1eaT' Eaoo'-- ,-mP.) _ •F. T1tACK ANGLE ® •s or TRICK © }AT PLATED GD3r Sli) -j_ '.� WITH STUD oK1IANEED STEEL • ' YIA ,e• woo - _ _� -�"' a7pti .s7i;•• Sf No. 44167 t n.01NDA SUILDBIG COKE Nr h Veleatty Nurrlcons 21NN i_- 3w t2s'I .is7s•` W' ND"�Nur or KA'Q �:• L0� ��•Ew TLIM AIX 10 Ow "IVAN= STEEL STORK PANEL DR wen �3 ® AT PM i * _ --' NIL EI C O [ac.GIMAL PNOTE A FRODUM UJ:. p/•/BM• 2"Y7 Yt /L INM ALMMIO &Y. Up 00 NUT W/Wr OM. R MANIMBI AmoyN ' qa NA rRR• "HOHC M4NRA-Mal RR: NeAER"M 20-176 • 7/e-Kl/i2• SPIIOA (3W4/56 ,•..' P.e RN_Mr . r. , aw •R-rr, ,I" DMLRW N. CM 00 ROM PLATED OM . E ,dl,/OONMH.E/OWE UM"- PE llKr ! I >M _.. W .ilEa rAWLwrE a w[ wR PARUAN RYS OR n TM-01p MR yE••�E` \, sDITSLRE ell tHlar e t e) T msaiwm Oi�' 5 a lem4 He) ,•' -, BMW POURED REdRIm. I ` 1 � OF•N ,O I ,• SSII I s { 11i r. .oa low 25 oornma NORM E.E. ' M Mam- � er CoNcom ' l 'D01NRW 1Lou t ' ell GAK-N a - - - f • 7 p•"wt i Phu a � CONCRETE ,- MILE CM0 lot)ONWA I NORM yHRn a 11MNA"N e) N SEC eCAIE 3 1 1 SCALE 1 oEp [ or DesTRA IN NEW I. Ou . WJM R W/e E0. 0" OWANCE '*= ALUM, TM OR 1' It(SEE SCHEDULE ON - _..� P.T. WOOD Purr B►ALEJR -- d- SHEETS 6 t B) �? /� • WN) F NEW 1' Wa . IRRIM . 1/0' AL M. IUK OR t• . WAM PLATE 9%CDI I i TOP t BOTTOM M13UNrINGS :. I e[/RMD � �� I COMBINED IN ANY WAY TO s W (ME amtoLu N I INSTALLATION. a(a�/11o4on 1 11!' Mrs. oONmm ILM f�.i S a M 3 W.. RECLINM �A own MOW x6 RM DE A FOR tiPACER! REQUIRED AT TOP OR ROTibY TRACKS ADJACENT TO STUCCD/WOOD ®ANDS ' :3C ,M191■�III■� - L 'I aA fnw+1 MD •K A" Y eDNLE 3/TNT R/i,swn CASE ■ LP N LA �' � H/1• SOAR 3/1M1 . 1Y r t i�.SAt1F Si, c•KSD1LtC/le�� GSE D (PUN1 eOALE a/1h1• 1 -Oa® (CAN IT - • ] tali IRt A►AN B[r LASE E (PLAN1 7 Installation shell be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of I S, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. i8 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. I-MAURLALA SHA[iACTER111MCSAND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Componerds Indicated on sheet 1 and 2 of 15, 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 Dowmi nt (P.E.D.), drawing No. 20.178. 7. LIMITATION'S AND CONDPIIONS OF USE• 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document JP.E.D.), drawing No. 20.175 prepared by Ttifeco. Inc. and signed and sealed by Walter A- T►IIlt, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on eectbn 1820,2 of the Florida Building Code, 7.3. Product ahell nnly be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TIM, Jr., P.E. (Florida License No. 441071 President of Tllteoo, Inc. (Florida CA-0006719). W47U D:1 TILTXCO ADMON RECORD.@ aALMAN 6D 6T'T& @TORRI PANE] 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. 1w/10. 2W/10. SW/10. 4W/10, 6/5 5W/10. 6W/11 a 7w/11 r MAN( ANCIDRS: FOR Commit E an 3altm E all sows e t e_..___..,. ___. r MAN (•1• MM.�`-- --- MR MOOD so Sot"" OR *alf /o NO 10 --•''-r MN. � _1__ -- - -r-- ---(-...... r--r •., - -T i - �r r -- i -j--T--�- -7-7-1-7- -r--r _ _--f�Tfififi_�_ 11 INTO PANELS j (' ��•.� 90LTED PANELS W/ 1/M-20P1-_ _ _ (SEE SECTIONS AS I :' �A IpN)Sf O FA /WWI. 3/32• APPl1CAelE) (SEE SEC710rR As APIALKANOLE) .1 lol- 1/4, 2/4, 3/4, 4/4, S/S, 7/5,NOW MAX_, 1W/10, 2W/10. 3W/10, 4W/10. 6�a 5W/10. 6W/11 17W/11 ANCHORS; FOR comemm SEE soEDOLE ON Stan I/1t e-_. _. FOR wm SEE BECIIOn HE OR SM 10 R REGULAR STORM PANELS C1) A Q ELEVATION NT.S. .e7' (MN O,eSAP 1JWbgLE WUM „4• , LIAM. OAP 144167 1/4• ". DAP ..,! 111= WIN, 20 GAK GALVANREO STEEL STORM PANEL oRHw/ Rn L ET O E[.. �tON �oDut:Ts, U.C. 4,1. Ln a elan HRIC ewW 0.'• OO1BE►•1e4L Nis 0w)!e-WM7 m M •L12171MO RO,- , ... , INA e,-NNw O.OiiM ❑BRA a.. P 20-176 OAR 11. in - an INW 3 M p INSTALLATION DETAILS FOR REGULAR PANELS(I A (a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ANCHM to 170111;ER SEE O C EOI IE ON BEET e pQL1REp OpyplQt ewim CONCRETE ►OLREp OOINGEtt -�� FOR WOOD Sw SEC"" ON EOW 13 O[ CO,NDIETL aDCK 7511 COMORM BLOCK 7 . _ �R MNO[TE ROCNX 13• y,. 2.SY AI(D1ARfa elANCHORSl a KEpIM® �01tAL7[ '"■ _ S�IE1[ R,0„ORt ,1• Wn. (Heal 0,6EN .1 wRSE MWLEY) l5. MEyIE erlE I• MIn': _i (- 1 "�'B'0'B ! WNW S0EOIKL oK N01■r6 eDo w I n H BHIQT U I BHRT e) , OAY. i C; �.l_ osrY• ol � � all 1 % 1PW N '1 ,• ,HT-AMYsix of Mte/ne'Psees i/ ' � a lEa ease Rr • ' +��/H1m ' T�/Wy 3/yS• ��sSyy 1�AFIN •FAO, __I �_ .._ { � i�N{R Y GO) I--- .-._-.---1 H �7, Moe IN, � r Is 1/2 ac. --W/ SRIO'E (aeIBS yOEO y, .....__an 9GENA> ON "END III On OR DON�Na.�TE IEN/UO NNON SCALE 3/e.1• xALE 7/e+1 >�AR ealeR+nnoN OF ePrTN_-' EA •• EM DWANCE (SEE SCHEDULE ON TDP t BOTTOM MOUNi1ND5 CAN K SHEET S) COMBINED IN ANY WAY 70 SUIT ANY ENSIOALLATION. h� ,b ON• I I 1 can i I S i MFq IiNiRaav a 'i- a �. NR M • So•„AT � n , �4 I -.' i 861E N T { I ! I I l I { i I .T. I �. Ot I MAX C ���rA•N - i--- - ----�1 � I Ill . H i i '. I i �� I I i � �''i i . I � i i, 'II 1 I f ' •®M ® N Eell'E 1' MIA .�at• i 1• ✓�'./ • /, .' , ALAI 1 --_. ._.____N1C110116: NOR CDOO SE W SCHEDULE all SNL[t e--'---.. _.-...y, 7 ►'0E1 WOW SC[ YCEgFIS pal fHIQT 13 KOULM STOW PANDA / I WAX 3/32•.t 1/4, MAX CAP P I 7.e7• • I ..,._. _ L_. 1 put OAEIeAP .1 NOE w"INl ^0" t,.._!IK[1 e"C"■'AE ON 1/4• WR . �e a -SECTION A A�hm.t SCALE a/32•.t +•P N N s Cn _ O U O 0 �N W Q CCS /'► OL C a ca. O O CCIO U_ p CU > Cn -0 G � I- U —O .a U Q Q Z Z W J O --Nww W 0 E, C-9 O V C C-4 CO x y M O N LV N 07 C <O 2� °7 E ,. c a i CD, � � 3 � io y IY a 7 � ' c N O a ca w Cn W -4--1 C/) ICU O 0_ U CU O M 0 ■ '�1/)A� Vi ICU LU Q Z Z Q J SHEET NO. S H 1,0. WALL AND FLOOR MOUNTING INSTALLATION FOR WE $MOM as _ ,._� SPUT PANELS *mom�--- -- i K , 4I W.�oom It �' 1 ) \ . • af{"'Oiloo - ,• •" f6rtv°�•la°Iww t 1 / �- wOMM / OF L ONt PALL �; ' 'W t 4°A'O� t ,\ Mtn ,oval , I r�. t•�..• .. t• IUo alas �" t t .• n .,•_ W, LO• : t f•w 1 IPM°01oel,e°-N/r � � 1 4 r 1• _-_.. �� aPWOY 011 faA j 1d�lE VA �`"+'�°"0 utal i 1eIM er6uaMat;f IIa4. MILLION roll (R) • Ia016IW OA, 1IIK MAJOR •• I/r A 4'-6' To Y-r r ..v . 1/0` > r-r TO r-lo" 2• . A' . 1 � V 70 ♦60AP°i.�;S-7aD .w/ MA7a196 MM ONADINIX N01L howulow CAN WOPDt°1Ntl'D %M� ` T M�RIOM°N CFCFO** Wnclo IMSTALLATM - AL'IUM&IM iw WNA 1/4, " 1' XULAWIMM IwSTAIiA T01E 411f KAIM 1/P - 1' lIQTEi, 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -1ZO p a.1. AND PANEL'S LEMON UP TO B'-B'. 2,. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHEIM PRE NO. 2. W/ SPECW C DENSITY OF 0.55 OR EQUAL TOP ! BOTTDM MOUNTINGS CAN BE COMBNEO N ANY WAY TO SLOT ANY Aim ruirrsrlr9u�iiii� 1 L- IAAI M W M • OR MAIM �'•�. SPLIT fOOi t 1 cc(llN6 t Bimll YaLNnN� WUL At now mougm g a ATIQI/ - T[lrAT1VE AiY N&TALL►TIOM - Atn2MTM !SN (SEOON AT TOP 6UNITED 10 +55.5-8.0 MAX. SCAM 7/4' . 1' A.D.D. DESIGN MiE WK ROW fOatC 1/4' . 1' f NAY M•N+/IY 1 LAAWN Attl.M __ _ ._ 19a1•At.N OeNM 66••I, A��A��iO M�aa.�II-yaMII�O�m - JL.IAa�OPi{Q... OWALU?M - 2KL'n ri aAaW WAL- I/4• " I- OONW= MOeO OONW= MOep AIR CONCRMAI�,�pI� *66ptO �Ly{L� ppNN�� MI tk rOM ,1000 0 NOR J SIC WM bil elrl 1{ (M MOM a0.� (Q tulle, loll �_ �•^ ' /4. 2/4G'W4 V4 ON 4/4 1G 2 t iW/15 1G R TW/1S r -SMEST` I aoD• PaAwA J low lJ"• W. 1 e• 1 •_'Ili] ]I111111 [I 11h] it if 111111i III 01,10110 -� r fill 1 T TT 1 f r� I �,,, P,13 1 i1O'�''O.C. M aM b wo 0 /rt Re•/N1t 1 at 10• a' Ta c. l.'C / :, / ( I ,aOl)7oA i/1• (Ae RNAR; U a i Ar be Poo UU an I I ( I+I t a Lt4) I I /� �/4, 2V4. 3VR a 4/4 1. z t nw/1s WI. At1w//s ' ON In swm FNa AM W/NO LSE WETY /104M i LOCATION or In LW h•L I mo•- K0l1tM PANELS w/ M . _.._.. NOR /Bn.aW7 ANEL (St NOTE I COMM% laaep .�• � /l _. /:/.: . ///L:. �qc f� �,. M� • v�E s� i101Y PAa OP°�ENWNONpIIILMu f{a awl, ,:i PaWm / VTR "C�itA& to rFpnaEPWOVICQ! w K•PN>OIItlED To a SII6ICMRL tQ �ii�.�i,Q..i� NQii��LLAj� iSSCALE rfi.L 111YII - SECTION I SCALE; 3/C - I' - SKOG 2 SOME: 3/W - 1• 1/4' lr. aw ® ®-' ' T • 1/r NN. a1M lam &I IFE Sam groom •AA,. awsaw IW,A eta lle- 1. LWE SAFETY 91011M PANEL CAN W LOCATED AS AN EW PANEL (11"T OR (AST PANEL)- oR x AN INTERIOR vANEL (AMv PAaaL LDaTTDrI N eLTwEEN END F4R35). RO OE bilrwwMELp6yoMgM L0E SAFLT/ Ip"iftsEft" MAY DR WV NOT BE INSTALLED AOJNCENT TO R[ ►AIELS ffi MONt II (W/ OR W/o KOUIM WOOL) s LIFEsArL1Y PAWL CONSISTS OF OA13r OAWANQED STEEL STORM PANEL AS SECTION ION B-B PER OOWOwLM SHW 2 or DRWM. SOME 3/32•-1' THIS PA11tl RSW TO K ROACIM ON 66TAULD IRON THE NSIDE 01 SIMLLTUM. J. 6AItr1' 0i 6DrTDw 7R4X iD �Til(�� pRE 2TIOKr.N�Ta ORtP =001T rOUDMNa SOCTIORS 1 •MINIM M LL ,: • ` pA, • •.. `•C AgLID 2. ON SHM 14. A` r� 4. IatN. WON MR CCwPO ENT ®® r IV. MNa. ANCHOR11S►ACS10 fOR COFP01E1T1 ®ANGIORACE A7 LIGROIN IS ONOI ON aL�� NO• * No{O tt1M0, tie /EARIW BUILOINO CODE V N� 20 OAOE DALVA1MW STEEL STOR11 PANEL M(GaT CakONENT ®tMNt BfEPPEIR OR RrA1OOMLC S. SSE DETAILS CDR INSTALLAWN INTO w= FRAME ELALDOM ON SHM ls. q 90 •. Qa �' •' A.- t - IL C O PRODUCTS. w GLOUL PROncn w i Elle. aR OWf, i0.• aLla 6 SEE awn 4 FOR OCTAL APPLICABLE TO THE NECESS" FOR THE INSTALLATION OF $ N A� r PNWr, aIMNaO'Fw4 RNL NwlaR�rar SPACERS AT TRACKS NOTALLED A MW AND KWMD TO S L CCO/1100D !ANDS. m . . a4N�Ilr-tt.0a.r _ MAXIMUM PAN; LEM= -L- SCHEDULE 1- AW v +nf mawolw'aI sm aNr .A„er r Ors arnnws + nr+ +n er wra,e a . a, IIIIMO A ��moolem aft{ °OIe 6 r.". No -1OJA -72.0 r-r ON LMa t t/4' MroUW I (IOU a a 7 ."A -72A ,7'-w ID r-r u- , a/r NAOUm 1 wm • A 1 a ,n• • •°101' air • •<In. -N.0 IY-r aR lOa a 1/a• • MP(•' a a a /o • Na1m 9/ 1/4-0-nd' aa. ILR f MM a ONOW a OOLIMM of MIN. MIN ONLY AM PAIb.6(1it (a N VAILA M A9 PER S9CIIDIr I Twou 7. ON tN¢E 4 a M AIaaAM ASA. Ono MYNA (P.1) I wA* ancloas ONCae RO N EA - a ,/r •• ammos j aFmnpA%t MM ma de+. tntaaw LOI°IN S• OI•) VJN M or %V,4w W"-N ,t &MIX ,mu a awlwan nw IV CCIIt° m 10 ToCOMERO Ill ONK,ICa W CONO FIX omozm 10 towcom IQ COM°41[ A 6,6 ONIO 111 °OIDR,C r N/A N/A N/A or "Ar 40 r Am +RCP) r r OVA wA r r r r r r , gpny) .66{. -na r wA WA NA r WA {' WA r WA t ttah 7'-r am Lm r WA OVA 1(/A r WA {' VA or WA a wart" r WA W/A NIA r wA r N/A r wA 3 A 4 OOP) W IEL r r WA N/A r r r r r r 3 (1eI,a4 r N/A NIA wA r WA r A/A r NM 7 MM a' r NIA WA r r • •' {' r 4 t 7 001Nw) WA M/A It tn• { t/4• 11 1n• a t/4• a 1/-, 6 Ile a Ile a 1n' 6 CWIKNON) 9R allrla 10 • It M ANCHOo taN{Iw f/NCa0.1t NO W OLOWN no= memo im !MIL NON N lap MW 1oaAM VM A ON= NO MONA➢ N Oro aem OMW Oli4p4 MIU M OK WAVJU AK 4OeA1® IPA na 1C IMAL POW La LCK 4pv p WNWat WHIMAN e K PO OPAL Om1�°-im Y O C/WAM --O'Nto OONpo Wrap WAND =*A= MR Gal AVOW "PC Al MbOWM ImMA InI/44 0/4'. 1/44 1/n 1/- 1/t'Y awl ':Nt►ar i4 al• WAM , 7 , , a I/! a ..�,•11,M aa+.., N a , a , , , In t1Al�a O.NRa r N a a SA , • , 1A AO16 as PRE uning■DINE I w All -W - - a Ifr - M w r Im m m 4, + +40 m Im Ia . A/r 11" 0%W aN 111 A. 1 .. IIRE64T I. INSTALIATi" AM ONLY VALID FOR WILONM.S WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LL?IOTH UP TO 6'-5`. 2. FOR NEW WOOD FRAME CONSTRUCTION: 110000 MEMBERS TO K SOUTHERN PINE NO. 2. W/ SPECYnTC OENSFIY OF 0,55 OR EQUAL TOP A BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY 0WALLA7N)N. L • L a :4- 1 &M Ishu: . .1 LI N I L L ••, ' ,aWatwtl� .. MII �y 11l 4, 1 yt O I la;a,JFJ Illa j.1a. IV ill(Mr."RWY IV 1 _ I IJ.. .1 • • . .3 T11 • .L . al -1 8. 1. 1 l m. nu• N Ai6 PTIEpM1M mom t-la.LOOM WPM M Or W-W ow-0 MNONR Mo" o AMUML[ NLeouadur i Colgmem aP T,Aw YNOAAt PN6 Lem" V WJ ID Otltel� ID COMMsaW M 10 r WA WA MIA 6• WA r N/A r N/A 1 A 2 r-0. OR LL66 9' 9' 9- 9' 1• 9' 9' 1 (BOTTOM) +DOA -72.0 6' 1 N/A N/A N/A C N/A r WA 1• N/A , t 2 (TOP) 5'-W TO r-w r r C C 9' 7 t/2' a• q• r r 1 R10,T0w) r WA WA N/A 1` WA 9' WA 6• M/A 1 a 2 (TOP) T-r TO a'-a- 9` IVr r r 9' r a' r 9• I (sortrDM woo" A1A. P m Alt l O ow • W M.. POI W O AMILL) at a (MO Al r r. ,Mo RW R man NWLCWA f0 ILELt101A5 t 1PANEL Gwoo OF THEM +402 -611 3- 3- 4 1 2' 4 1 r 2 (WTTa) r-r opt LESS +52.8 -a" 3' 3• t• 4- 2 (11O11DN) r-6' OR LnS +11" -72.0 2 1/r 2 1/2• 4' 1 3 to 2 (WI1 ) r-a• OR UM ♦35.0 -72.0 1 tn• a 1/2' WA WA 2 (BDIT,RQ r-6• M 9'-0' +5L0 -nA N/A M/A r 3- 2 ( r-r TO or-r ALTUMM UNCAFICIN wr go PANEL. ° i : °.• : • .L1 L T . 1 � . i • G I 1 ,, , . :; �}- ;1 1 . . I • :I it .rill. ° J. _ ,rNL I• 4`•l7 ai LN61q 'a-Nio° w um I 4OA -Tan Y-r t 3A NOOUNI Im RIM Ia FOR AM MM rWL t WNW POW NIMUAMN OM WOOS PROM &ADO& MNMM NOW PAWN #4 MONM WOE DWOM A<" MM CM WO aO1maL IV Ea. UM rAW ,1010a1I0 ON MMU NKU ANCHOR V Me IN &WPUM NMMM t4OM OM 90MAL IN If ICU= M MOOR. loll 11111 COMMON TO 6E POOML RWJM WNW OMMM IIOO FAIOR OWL NOT K UM 111114 OMMAI VAM MOW I� 1/OW 14i 14. 1/41 -lµti a vwwWIE 0MP-N wtml tr Mop aa4•aa a s a a t In •ORaarAC 6.,) S A i 3 a /1dK i6 RrOR Im �..._....�.......... aO -_.. ....'�.-- - ISOp_ -... -._... ..._ Im NALIO OILY roof PANELS rt 36 0IMIDUA7101r AS PER lflCMS i T19N 10. ON SMIXM 4. S A 6) _ A.6A. Omen PNlWt PAM MOM AIOeR aN0ta1 roll Lt . a 1/r - APPLNMM TO OO.Y 1 66 L NN OOIIINIM1aN w ou IMaMM MAIL WHOM V (It) VPM Cr 1N•-OW CNN-01 AOIM006 for" 10 P+OILon rWt 66LI0 BIT TO Colic" ID aM, , t0 Oommw TO °OIem aLaeM ID COwOtOE ID CONOw,C aapt 10 CONCIRM 10 omom NLDOI 10 OOMORM t0 Comm NIDCM To Cmwn A OOMCRIL SLOB 9' N/A N/A N/A 6' N/A 1• N/A r N/A WA N/A 1 (top) 6• 4' N/A N/A r 9' 0' 9' r r N/A N/A I (WT M) /' N/A N/A N/A S' N/A 0' N/A 0' N/A N/A N/A 2 (TOP) r WA N/A N/A r N/A 5• N/A 1' N/A N/A N/A 2 (WTTOY) 66A. -72.0 6' N/A N/A N/A r N/A r N/A r N/A N/A N/A 3 C 4 (TOP) !r-5' TO W-r OR LOS 6' 4' N/A N/A 1• r a- a' 6' N/A N/A 3 (BORaM) 9' N/A WA N/A r N/A r N/A a• N/A N/A N/A I (TOP) 6' 4' N/A N/A 9' 6' 9' 6' 6' 6' N/A N/A 4 ! 7 (BOTTOM) N/A WA 12 1/2' 6 1/4• 12 1/2' 6 1/4• 9 1/4' 6 1/4' 5 1/4• 6 1/r N/A N/A 5 (TOP/b110M) 00.0. -SL3 N/A N/A 12 1/r 6 1/4" 12 1/2' 6 1/4• 9 1/4• 6 1/4' 6 1/4• 6 1/4- WA N/A 6 (10P/60TW -C TO 11'-r 66.0. -720 N/A N/A 6 1/4• N/A 6 1/4- N/A 6 1/0 6 1/4• 9 1/4- 6 1/4- N/A N/A 9 (TOP/BD,TOM) •-C TO 11•-2- N/A N/A N/A N/A OVA N/A N/A N/A 6 1/4' 0 1/4' 0 1/4- 6 1/4- 9. 9. IQ (TOP) --40.D r 4' N/A N/A N/A N/A N/A WA 6' a' 6 1/4- 6 1/4• 9 (BOTTOM) 121-4. Olt LESS an tEi C 4- N/A N/A N/A N/A N/A WA 6' 0' a 1/4- 6 1/4' 9 (B01T0M) N/A M/A N/A N/A N/A N/A N/A N/A 9 1/4' 6 1/4' 6 1/4• 6 1/4' 10 (WrIO ) ar 91tr19 Lqq IsAw 1a MRAralaWs ,rrt t 11OCN0 roof twrALlA,lola M0 noIRatA WADMIO Iat{INM A/A1gR rWtwp MID MMM Opt OWTAIKE AN NOWED ON M 101101AL notai ED, L 111Of aeeMED OM NCI®IAt NDIAL ANCHOR rap- M WAt•L,PO MAOM SHM ON 6CHOW ar ,NE rOLLNpM RAC M IN THIN MU M M 10 K POOKE 410YCm - C{ I OWAM RAND rACIOR OWL Not K Lap TIWI LUMN rove IIDICMm I" to" meIm AT MORRIS L90" 41I VW 1/410 WORIN 1/44 W vo-a ► 1 'A ,p1 147_ tool {alo-W Rio OwA�I M Mom !MOM{ 00 3 , , t a to a •'1.�aNAM4 •MM4N N , a 3 a 3 3 1/a wawa e..r ar 6+J a 3 a I/a A ,n • a 1n XNLIMfmowm 91AO704 I Ilr as I 3• I - I - - - tt - - - - m 0.0 r Im 1m 1m y al - - 'AD+m Im �14-10 PAMGa1e[ IUAS I=.NO WOCDD HMO 0 -• �' _ _ 14-10 PlL6 f DX,a1D4a1000 NEACER �• O� • r �`•• i a yr ae ! I Mo. FARM 111140111 (SEE NDtE 1) Off. so t4-10 009AAM PLUS r ! NEO 6 1 4' I 1 �I Il MD MORN p►PLAMIIW • DIREM AIM WAS a/a-1 I IAIA11GM t aCi1l[ /t-1 1. (Nstil"TKM rat ALTERMAHNES Mr. 9W a . TOW ONLY VIAUD FOR INT! SUNDRIM WIN A$.& DESON LOADS t* 70 +43A. -40.0 p.al, ANO M �p .. (�/� PANEL'S LENGTH UP 10 T2'-4' L`• B �p L FOR NEW WOD rKNIAE CON"h CrOt' WOOD WINNERS TO K SOUMERN � '' CEN PINE Mo. 2, w/ SPEWIX DENSITY Or 0.55 OR EQU06L POR LYMr1r710N of sEcnDM6: j No. 41 TOP ! 80TTON I+1DIlIrT11105 CAN K $ * •T cowewl IN ANr wAr •ro sort ANY •z'�'• wSTAtLATION. �, O'••. FC R10 --1/•'Y-M61' 6R � �N/a. ,1/OP7N/Oa�YAA � • C�YOIr 01,aIM ! i ,/4ti IPA 9MaN9 . r o.a • m� i . PANELLEAN (SQ Nm 1) N• w ac Mtw PNai LDMM (SEE NOR 1) � I 1/4.4 lA9 adE,t9 .I AI r D.C. w I In• r44• wood ' aaauaED 1 I I woomeFF BRIM 30" J/Mt I I I OR I� f0 "I'0t -fiv 2 g ALTERNATIVE 1 ALTERNATIVE .,A„• 'Par 1 1 1 Ii ` Eo` � ty f I to ` ' CII cc AIM PLARL ` , Nppp M/ ADiOetE°1 .L ALTERNATIVE 33 ALTERNATIVE -A yp 9pD6wAC YhT'TM196m AOiO•Y0rlO1 MIN/ ' 1/2' t,1414AW Low O,W9 NOW W/ /4'9-sow 9.L ILL • r aC. co ALTERNATIVE WOOD FRAME��ITIONS A ANCHOR LOCATIONS l/4ti-m MaaD,MR rows e p 1ttIY,e7[ MJ4 •roroc • , 1/r t4M. 1LryalfAtom I+a1tL1AA1gM 1Oa• /fl gatQ A/P - 1• «aR : 9NunM +RIMS NOr saw raN aAMn WALL MOUNTING INSTALLATION ALTERNATIVE 1 W NOONt - 1' ,Bags wM ►ppM4W7MILCLJw Dr 1. !NA". N A". OUAN LOYK I► to % P101'►a NEW r6C9It RMOM 0r oY °( r To K "W"No" N N N 2 O Q CQ 0 CL .CD V � N cu to C O U- � c!i cl) O a- it �/6-� +bP a z z w J 0 C3 W Q �y Lj h Ca C C.,.2 f^! m N fA (L J•C d C14 N LV t N Q N 3 Y t7A m = Lv •} C � 39 M u C In- 0 u cu O Q CD U V cz O V ■ '� V/ W W Q z z Q J SHEET NO. SH 1.1� r-- * -ANCHORS (SEE SECTIONS ON SHMIS 17, IS, is ! �)--------- I r wx SAA7 4/17. M/146 MAIL i• MN. •MS/111, 7Ar/1• A SIR/se �=:0419 a ew/M O O I O O r MAX, I• MIL 11 II E111 11 11111w i 1 I ��i�AllI +,�, �I CD.IiCA , u ( 1 .26yi1' !i IFA -r •AI Mk 114 � M ` A I t} 4-- l' T �'� i YI1I 1 I �_ _. .,._ r _. �.�_._._ _ lei r Mw. •WAS. r Wwr/o a Mw/s0 -_.._..._ANCHORS (SEE SECTIONS ON sNEM 17. 16. 16 a m)-----..-----J OPTION A2 FOR LIFE SAFETY STORM PANELED ELEVATION Sex[ 3/16•.1' ,p ,r w Isw SECTION A -A SCALE 3/tr-1• MMIMUM A.S.D. DESIGN PRE=URE RATING (R,a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENM L (Tt)) MINIMUM SEPARATION PANEL RATING (p.s.T.) (SEE SECTIONS) 10 CLIMBS CONIX110N +55.0. -72.0 a.-B' 2 3/4" UNBOLTED 0 r SOON ..T �'. NOW 1RAOOt �� •y," ,.�1000 NG�1 INSTALIA11ON DETAILS FOR OPTION12 FOR UFE SAFETY STORM PANEL SMEW INTO EXISMIN10, WOOD STRUCTURES O.tn 1 •Y lAFC011 " r CAC. 1 4h tAPoaN • r 0.c. 1WRA0®-..--�Rm p MOW ,. , ', m//fl1m A HOOD SPIT ,Yx (1 4• 14' T I .Ar _H ,/4. ® I I , � 1• il.. us1H" ww,Il'OM""0MW4 i aLAa , Ym PM6L Low" 4RKi N q• yd, 1111r NOTE 1 6ap0 oMMt UNOM NO OLMI (MIL NOW 1 OLD&) INST lot Art • L.,_A cow, WITH NUT f )E1611F/1 • 12 1/3. O.G I •4•• 1MOON • r Ot -I •� I i t MR wNIfR (6[ b l I 1 4Y TMOON; r C.C. I 1DNF1)0►O t a c ww//, ,/2' ,Mi Tif i //11 //S}' om mm, OF PLATE n00D NA2 Or PLAM ! �___. YAM• MOOD NA1F uffir SCALE 3/a+I' WALL s/r-1 EP 1" 1 SIM J 1. INSTILLATIONS ARE ONLY %" FOR 6AWDNa CORN 4A.0. DEMON LAM{ GM.f W IQ LEDs. -72.0 PW AHD Pon's UMN UP TO r-r 4 L FOR MRw WOW PAYE cO sfmxrA «WOOD 0434EAS 70 K SOLITHERN PIE N0. L w/ r 11Cf. IND O W OF 0.0. OR EOUAL * : ._._..----._-.__.._....___._._.-...-15.7N' (TONAL wRW)-----..------ - -- --- l2.5W (EF ECTRE PDTIG•--------..._ ._. 1000•, ..� NER,m 7YP. -L ` LQTAL A ---------------- __---_---_ _ ok%Vg= gym LMY AM • 3 - *RACE so YS"IW �M • 46d © STORY PAVES. Lit PANR7< ENO IV 14,A60r r: w. _> w ISOYEiRIC YM OETA)L A ROUNDED COWER 0 FADS OF PAPAS ENO UP W/ HEMMED EDGE (N.T.S) I! � I ' i• LOW" ; cm WK I Saw IAr OI4M/N j 11`IIM�- u N. _.__..•�....:_.. Ems. :rP:._:, 1 1!A� •SCAM Hr �.• H • •' r iIC'ZT7•?t'T�Z7 , ,IA0 FTt�i r11a iN f)A#a�s�liiJl`. I / 171V �• I Orr• 3A� Dow AJ J I �7�• Air L__ .,2M5.•- I � SO oo• 750 Pj' TRAM 0 1 4 Owl -To ANNR. ALLOY r ASS. (Tn) 760' L-. o 11' LAND G WTI$ AhM. ALLOY r ac. N IAOOD NOOD rI a IEIIW .H7R , WON) VS.S. A.S. W✓ IM NR e� © ��"�K 125• I LOOd' i I, O Y2L3"Way.) AWM. ANGLE INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/i• TAPOON MICNORS t/r aAPCOOM APCHOR• ,(•• TAPM ANCHORS - •• TAPOON ANCHORS i_ r O a ""_i r OltL. r O.C. DOMED I PW�'D CWOK)� P01511D OOrIpC7E I POURM \ GILD 1 .°kLoaL �aRKD ( 1 swar°OMCMFEaRED 1 I1LAcx _._-- , I i I �1. I 1 i .1 ` `• � i I W. w � � -� f r IN It TSASS , Dun... _. .. l CLASS � I . , 1 I 1 , I I H -t � tWIT,� s i •CD�q• I ®i iEO• ca• / I t/2' tyT/41. E043(•"As MCA w/ t/T' - 41 32 O.CM.10 NUr MIM6NET1 I i ' �/32 wm NUT WAWOI . ■ 3/32• WAND NUT i -may )) 0 12 1/2' O.C. ' CtYH WASH Orvq,p) 1 .• TAPCON ANNYMDRS j , ,• TAINOONI ANCgRS ! , + TAPOON ANCHORS, 4• TAPC'ON •11A) 1 - is , o.t slue) ; _�, ,/r D.C. -�M1Sp w/ I • 4 t/2' o.e -- OII m CONCRETE MNCRER su _._ CONCRETE SLACK i:."-� �_ -on R CONCRETE SECURED RMUNIED REAIRD REGIS� WAIT lqffi= iWI' AWN lE6LL_IIG! �ffALLATIM >x6LL.N4L1 ' 0011AM WALILL190 ! M!!EL MOM-INEL ) SCALE 3/4•1' STALE 3/S•-1- WALE 3/6•.1• SCALE 3/1r.1' '! ME WHOT IS a 20 101 ANDIRM THE • mom m 100A MPIaN¢ FDA whu a" saa roes r MOM own a rRWI INR64U► 'a"H'OHR4rA •w0.� 1010401102 pl'"111wRYA' •....N.s *No" FOR La LINT URN paslaw ON aa,4►N OPOAr IINa N3 a 0"cU142"a f O" New of MRRS" ASIA 9L an mma waa N M FONOMM RCMIw.pw FOR TH16 . _.... s VACAS a OOM I"* Rw,OR�SNMa war1-�-__ RI L!W TINN WMAN SRNa4w 4WIa010 tat " 4010IR Im am T" Sal m" ---' .- --- -- INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1I{1 ti� � �W i _ t/,h TMCON M r O,C, y.: � 1/.YtTMCON war j 16ATIMlIOM Ai MOW '` ` HEADER L110N D MOOD HEADER ! 'O HEADER i 1/4 10 wmaw 41W6 OM a RIGIw If) Iq .. I . I HOC SO r ILE V u- a� Mw. PANNE IDIOM "f'�I"r... �n PAIL LD107N OUAfb ON aar ID t (SEE NOR 1 SEL.OM 1/4h-7a7' 1 �_. (SEE NOTE I SELOW) 7 «s 1 I III II ,�/rO ■ 3/32' WIND NUN - + WOOD I•, �j/eh . SIR' WNO NUT REQUIRED WRIHCR • 6 ,/•• o.c ASOtM40 t I tYA61ER • (KrOND) V'-1 0 PATE. , ,Ih,O PANaLMTE , MIN1/T W 7 .. . I { IU "�41%iIT'6'1MOwIDrN/1M11e10 a FUZE 1- I ! WAU MUIMMJ 'MUM WALL SCARE 3/6•-,' 3.` •''CEN, 'ti SC" tit PLAIEIOA WILDING CODE (11110h Valftity NYIAtoM tenN VIMNO 44161 : * .sN. IL1mO 4n 20 GAGE GKVAMM TIM MW PANEL WAN W. 1. NFI ALA1pN6 ARE ONLY ,YWD FOR SIALDRIOS ARM AAO. MOM IAAOf �M W 10 ♦,6A -".0 IS/ AND PANEL', LEIOM UP TO r-r. : r I�M1�Sc N/"/4164 L FOR HER WOOD FRAME CONSTRUCTOR: ROOD MEN6DAS TO K %)UTHCN • ATE - ---- IL E C O IMt. PMUCi" �' �• NO S, ~ PxHF N0. L W/ SPDCN7C DEIWII'T O O.M OR [CURL. D,(y,;,, Dit�O . „• r Ar N Mao 0") R-"aL � OII)IN•o4T 20-116 CC,� .L,S N ."•E w.., .t-,e. w. � .,Y>•r" waM He A Y P /4Mf o Y RI �DIO PAMu v' 61aaID1i IM6J (N i 1Y11� ON1o110R� n w t V TARE L A , /BM Q IIaE A ,SOW 1 1 •{ I 1''w.. � i ooHlaWrt /AowAa sa �• �w,; 1' Y► CAN ]Alt 7k FOII W000 salda ' 1• Mk a �O• ®W/ 01 W/0®. ® SE[ SOaO,/ ON KT M • HALT MI6_ ® TO t NRNOtPDM6L DOR�R►ROM /4• MY. IMP Ya 4HP CAR®w CAR +vo ®, Io•s . - (1) E - 2 HANG STOW PANEL SYSTEM IANW3nW OF PAIR . Co 1. TRACKS IOP A SOMK (2) fCPANELS 51MML N M 6E CONNECTED TO BCTIOM TMCN 07413 RIK A STOP 50 T1111 K PMIIDED AT YOP !!OFFFp SUCH PAWS. �/'� (al iiE BOTLO11�1�IDGi N Obi iA6SMALL VOIRM or '�7FNflORR1�4 sE Ar EKI11kR RM EXTERIOR RAT FLAIOES OF END PANEL (4). P CASE THAT ENO TAMMS ARE NOT CONNECTED 70 SOTTOM 1RAON M• A SHOP SAR S CII.r IISFD M AT 1I/LST NWNEB ,ISLE. K C0161ECIED 1G BOTTOM TRACK IASID SPECS 6DICA OI MNm (3 ABOVE N SUON GA, CONNECTION OF PANELS tp BmIOM 1RACN WY OCCUR AT ANY PANEL LOCA110. (5) SEE SECTION 111 3' a 4. ON SHEET 24, SE ANCHOR SCNDULE ON SMELT 25. ....•....... 3- M44. 2'/24 111 /24 t �,T� (am HER a Sam ,• MWA. 40HIaaE 411CIIaW ih- r M., a0 1OOSOME a am 0) ofwj 1/r I w z ti• Tit,[ sa • • �as i I I i I � _ Ii( tic-I. RNaAIh� -.r I Mt ;.1HpIM7[ �mM.) Ow//O .2A.-611CMMLSO M wFAal TYPiCAL ELEVATION FOR a 3,,,-'"A% FROM Mw ., 1/4• INL W es(/yµ V • �Ma DA► AM t nu vw 0). DQr6DOn AF sF10rA. t11GI,: E - Z 7WgANpOoRLs AT sIDP P+NE iE ,a LOW ' � �SWALL pHl, IF Va BTOiYOMN w/pPA@�N�EILOWSILL SALL BY MEANS TL'S� p0�10Y (2). NUT 011 1 4 ��w �ii- 4 SNTW% /i�•3 'END PF S OE4L3tl0m ON / 3 TAPPED ('J( (3). FOR CAM WHENENDPANELS AM LIK JONILY w/ tr LOrW AT off DIP PANELS ME Nor COMRIiO TO BOTOY TMCHt�. sw MR MR PWALiPRWOED A TOP OF SUCH PNQS (+) YOUNrED WR 1 "MO 00 PANELS AND SOW TLY 'a EM1cm I•��NO SMY wpl MM} L/(�(���,,MIElCICffNS PAIiLNA ONE ME1DR PMIEL LL11MM��Y TWO PA K NWpOACI�g "'o PpO yip No 1Yw(J1/qcK NOT SLICH NEEDDU'RroAPa RETAND M WY "�NS.� YaW7. �LEFT INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM) INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _.._TA'CON AMOHOR! _1/+' TJPCON ANC110R5 Y ; I -_ .,. O.C. OR l INGUINED A� 1 I I / 441..._.--( r yy 1 I I 1 r 1 1 1 I ; i i j• 1 � V i %-SMOG/ PANEL"M PWS w/ MISS NIR HVil m • • T/,• as I ILfAL1..11 axL 9/a^-1• TM • Allow we ....!L!'_ "Omw I h I MPC,.a>LNMIMACAWOD Mahe rM IITMNARNs NDo tbee r N"Hw I,Aw 04 a a P 11011E WRosM, I= 01 MIOIRR MOCA1 10 MISSY IAAWm w tlw •wYAO," IN a a 3 3 ,p soda" FaW 6A Hm t14w IW"A11p a sod "AIR CA soda" RmIRI 44loN M K - R 14RRTSHt SAV7M lIWI1 oW SOM" 6"w 11".OI ONO W SUM N RCA FC14NSo FAC90K AM 1146 OPWgIN ID t FOMrIL UTRISLIEro _.. --- -.---- __-.-.--- RE ums MW W III" rN" IMF\ 1w,- R Ir» 1,6W MYYIN SPINS 6101DIm RSR pal A"W" THE aH TD SaMYE a - OQEl1Al IIICE,Se IIMI�M t_z •EO•n �oll•E 6,A•a ISleteE 1. L-2 IWID STORM PAIL. 400 ON INS PRODUCT E%%LUAI CN COMMENT (P.E.D.) HAS BEEN VIVTM FOR COIIPLAA CS IN11000ROMMOOS TIE EDITION) W TN[ FLORIDA SIIRDIW CODE. MSION WOO �LPO�ADpS SHALL. KAR EDDERRMR<D AS PER SCION IWO OF THE AWA MENTIONED CCOOOtLq FFOR A w"bONQTgNWik'RfACiOR Kd-OAS. USS10 tS MID SIWL NOT E%CEED TIE MRS11iRIMUM fhSA.) DESIGN PRESS ML 071NTS INDICAVEG ON SHEETS 25 a 2a IN OISRR 70 VERIFY THE AOYE CONDITION. UL7IMIIE "" WIND LOADS DEI©WEIED PER ASCE 7-16 DOLL K FIRST REDUCED TO ASO, CUM WIND LOADS r WAMPLYNC THEM M 0.6 N ORDER TO TO COMPARE THESE W/ MI. (LS.D) DESON PLUME RA1NpS 60CRED ON $ EM 25 a 26. N ORDER TO VEWT THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33R MCKASE N ALIAWARE STRESS FOR WIND LOADS WAS 2M USED N THEIR ANALYSIS. FASTENERS, SPACING TO WOO HAS SEEM DETERMINED N ACCORDANCE WITH N.D.S. 7015. STORM PANEL'S ADWMHR FOR IMPACT AND FATIGUE RESISTANCE HAS RFFK VIWRIED N A000RDWE ROM SECTION 4024 OF 111E ABOVE MDMOMED CODE A6 PER 01340 M710N TESTING LAO MTDRY. MAC. RESORT 0 2032, SUE P110100pE US-ml. TAS-202 AND ?AS-=. 2. INS SYSTEM HAS KEN DESOMED To O W%= ON INC OUT51D[ OF THE OPP*4 ACCESSING 111E OPEN NO FROM THE MK w/b 7H(E LSE. OF A LADDER OR LINT. TILE APPUCATOVN N IS UO WHEN INSTALLATION M MOM TO K PEMdIMEO FROM TNi INSIDE OF STRUCTURE. I SEISES IWO R6TALlACON IS APPUCARLE TO MHGIE AND ODUKE HUNG STYLE 6IrOM WHEN INSTALLATION IS REARED 10 K PERFORMED FROM THE on" or STRUCTURE. 4. SUSSES 2OOD INSTALLATION IS APPIJOISLL 10 S/WLL AND DCRLE NNO NO HMONTM StJam STYLE SMN[OW, WHEN INSTALLATION IS NOWNE0 70 K PERFORMED IRON THE DOW OF STRUCTURE. S. ALL ALUMINUM DMIU S TO BE $063-16 ALLOT AND TEMPLE. (UNLESS OTNEAWS[ NOTED) 6. ALL ALUMINUM SHEET META. USED AT CLOSURES T,Au HAVE 3105-H14 ALLOY. 7. ALL STEEL SHEET METAL PANELS SMALL /SAVE STRUCTURAL GUAM STEEL• AM A -MIL) GRADE 90 Min.. GALVANIZED STEEL OLSI MASON w/Ny. M.5 M WTLII ROLLED). 6. ALL SCREWS 70 K STAINLESS SIM 304 ON 316 AM SERIES OR CORROSION RtSISpNT COATED CARSON STEEL AS PER GIN 30018 W/ 50 HM YIELD M04WH AND 90 w TENSILE STRENGTH A SHALL COMPLY W/ FUDRIDIL IIIADNC CODE SECTION 2411.3.34 6. SOLIS TO K ASTM A-307 GALVANIZED TELL. OR AM 304. SERIES STAPLE$ STEEL. WPM 36 w MINIMUM YIELD STRENGTH. 10. ANCHORS 70 WALL SHALL K AS FOLLOWS: (A) 1D OOSt1wG POIRSrG r1IIrSeTn - 1/4h TAPCON ANCHORS AS MANUFACTURED BY 11 W. 61RMDE%. NC, (MIN. 1e.3162 p.►IJ - 1/A- P H 7/A- G//K-R ANCIORL AS LMIM ACTUIn BY OEIWLLT INC. (MP. Va-S000 IH.LIJ - 014-10 PANIMMATE FEMALE D A PANELAMff PLUS ANCHORS, AS MANIFACTUMLD ITT LLCO CONSTRUCTION PROIXIM. (r•-3530 P.J.) AI) MRA%W EMEDMENT OF TAPCON ANCHORS INTO POURED CONCH M SHILL K 1 3/4' AND 2• FOR PAIELAIAE FDA" 10 A MI ELMHTE PW,. A2) Wo" EMINDMDFT OF 1/4h x 7/11MX-IN ANCOA, SMALL K E 7/5' INTO L'ONCRER. NO EAI EDMEIT NTo ANY FINISH MA71011AL. SH1AU K PEIM6TTED- t1/T40' rSDLL EVIAU( SOLIS USED SHAK LOW ENOUDH(SOVLD ANY INA,H MATERIAL E'XSEN n TO GACE 3/4- A.3) N CASE THAT PRECAST S10NL PRECAST CONCRETE MAELS, OR MVCRS K TOUID ON TIE EOSTINO PALL OR FLOOR, ANCHORS SHALL K LONG ENOUGH 10 REACH THE MAIN STRUCTURE KIND SUCH PANELL ANCHORAOL TEAL K AS MlDdWD N A,) AND N A2).. (S) m TTLRSBEL *.AMTIRTc enc« WM,L: - 1/4' I MACON ANCHORS AS MARJiACTURED BY I,TM, CULDEX, WC, F 1/4' 0 X. 7/C' C11X-N ANCHORS, AS MANUFACITURED BY DERALT NC. (Ym II5o0 pAJ.) - #14-10 PWNEU ATE FEMME 0 AND PANDAMTE PLUS ANCHORS, AS MANUFACTURED SY ELCO CONSTRUCTION now" (I•w-2071 P.L1.) o R 0004 am 0"-\ A An Iowa" SOo'MIMAItoN w a4lt r�- att L_= �a � Yi V17TA� i r .� 1 i 1 E.d• i I ; I /„-toY PN104MiL PLUG w/ Aar 11" '-aoNO11QtEwacN mum S" MO WA• 3/r-, 91) MIHMN . LMgEDMENr OF TAPCOM ANCHORS AM PANELMNIE FEMALE 0 a PANCU ATE PLUS INTO CONCRETE BIAC)t TAALL K 1 1/4'. WE) MNIMUN EYS[DMEIa 01 1/4h 17/a' W1hN ANCHORS SHILL K IS 7/r SOO CONgETE. NO 111MK011EHT INTO ANY FINISH MATERNAL SMALL K PERMITTED. 1/4' 0-20 55 61DEVAL9 SOLIS USED SHALL BE LONG 00U011(TOIAD ANY FINISH MATITUL Down 70 ETIWOE 3/0 INTO ANCHORS. 5.3) N CASE THAT PRECAST STONE. OR PRECAST OONCINETE IMNE34 K POUND CAN THE VISITING WALL ANCHORS SHALL K LOW DOUGH TO REACH THE WAN STRUCTURE BEHIND SUCH PANELS AIOIORAOE SNNLL BE AS MENTIONED IN 8.1) Alb N IE2), (C) CIURMANCOM . SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AO SPECIFICATIONS OF THE ANC M S MAPIUFAIt IT SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERRY THE SOUNDNESS OF THE SMV RIE WHERE SHUTTER S TO K ATYACNED TO INSURE PROPER ANCIORAK TN, SHUTTER TAALL ONLY SE ATTACHED TO CONCRETE• 6=9 OR WOOD FRAME BLALDNOB. 12, THE WALLATION CONTRACTOR IS TO KAL/CMULK ALL SHUTIV COMPONENT EDo[s WHIOH REAMN IN COWNAbU6 CONTACT YRT1 THE BUILDING TO PREVENT VIM/RAN IMMUN . CAUU( AND KAL SINTER TRACKS ALL AMINO, FULL LENGTH. 13 STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS INDICATED P INS ORAWNG PLUS ANY SAW 00 10" REGLUTICI, PROVIDED K YE ARgMICTION WHERE POW S APPLIED TO, 14, ATOM W1IQOWS AND DOORS. •IC. E - Z HANO STORM PANEL SYSTIM- S PWW P6dq. IS. (a) THIS PRODUCT EVALLIACON DOCAIAEgr E.D.) PREPARED BY THIS ENGINEER a GENERIC MID DOES MT P"w" I PINIM0DN FOR A SITE SPECf,C ' CT: IN WHERE ME WE comWo B WRATE FROM THE ►-LD. (I) CONTRACTOR TO K RESPONSIOE FOR THE SIEECTIM, PURCHASE AND INSTALLATION I CLLDID LPL SAWY OF THIS PRODUCT BASED O4 THIS P.E.D. PROAlOEO HE/SHE DOES NOT DENATE FROM THE CONW04 DETAILED ON THIS DOCUMENT. CONSTRUCTION SOM AT TIE S THE CONTRACT'ORY RESPONseurY. (c) THIS PRODUCT EYALMION DOCUMENT WILL K CONSIDERED NOW IF MODIFIED, (4) SITE SPECIFIC P110ECT5 WALL K PREPARED BY A FLORIDA REYSIEIED LNGNEERR OR ARCMR[CI wNC1H MILL @VWK THE ENMNEIER OF RECORD C.O.R.) FOE THE PM= AND WNHO MIL K Rl7PONSELE FOR THE PROPER K UOF THE P.E.O. ENGINEER Or RECORDACTING AS A DEU MA10 ENONRR To THE P.E.O. ENGINEER. TALL SUMMIT TO 1165 LATTER THE TLE SPECIFIC OMIIIWS FOR NEWS (•) 1115 OL,D. S/IMJ. BEAR iM DATE AND OROPAt SEAL AHO TONAlI1RE OF iNE PMFE551OIx LMSINQJL OF RtCORO TMT PRE►AIRD R. If. SHORN PANEL MANUFACTURE" LABS► $HALL K LOCAIED ON A READLY VISISLE LOCATION AT STOW PANEL N ACCORDANCE W N SECTION 170.9J OF FLORIDA pOLDNO COO. ONE LABEL SMALL K FSAM FOR EVERY OPV" UBELDIO TO COMPLY WITH SECTION 1709.5.2 OF THE FLORIDA BUILDING CODE. INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL )INTO POURED CONCRETE OR CONCRETE BLOCK Yl,2ON -14 ) e., •'1 1-•�s.--.#SPY �°i i H 1 6 1 I �-aFpWGLAIL RaHHIr�x 1 ! ' 4 Igo M CWL ��b Mau. AMD CIRECi YGInRN1G NIT. - O 8 10LU 4 eMaswllw 1I11RRLRDI• FI11 IIIE O N1 ®4 lOP M M •� t f All . t f O M61M1 70 1NOa a I SAID a NIN ER 4WaLLA1wN ttK a alsEM b. -- O 10Pw"w Motu" am pMl'MM . To an w1• FA - OM "Na Ygx.x sm" a) ILL tl• 'fl,•.. tll. titll.ti. 'fl,•.. tll. titll.ti. L cn _ > U � O Q O "0 cu cn N a V -Q C 0 'L c O u- .n '� cn O CU Ea .= 4r- CAN •a > W O Z d Cy- C= Q !O V N cwa. CIJ 4a y V Y n/ 4a) C COCA 4 3 3 4a GA CAA C, • v as > c o MaN A to c r= o a � cn W U) 0 U O cz w = Q Z Z Q J a SHEET NO. SH 1,2 It C=bw T_ AIM to -.MD.-7&3 w at Lns 26/Ir SOLID. V. -OM -133 79* OR Los S 7/r SOLTO . Y AT 41V , MW14,60TOM M, FwI & TIMOR AT PAXAP * 4= OF FARM LENGTH min L., Alw-,: 44 a .&UM doom AIL71ae M10-FOR F-M-311r- wftcmu 10 102- fa AM tomommmVAMNO Or THIN PWU Loorm IV (IN) PO"SLE RATG 000-0 Pom"M Mal O FAkWAMM PLIAN to GIANC1131 mAck To OO NCIIER, 10 cowcom AIL- 10 OOMCRU, To cowaRm KM C R, ORNIS, m twN,ao,,A ILA" 46S.O. -15.3 ir MIA It* N/A W N/A it N/A V k 2' (TOP) w OR LESS 111 3'* lcr 3' or 4- v 4- 12^ r 12* sr a, 1. S* Ir ScQ "aw44 N/A N/A MIA MIA N/A NIA 12 1/2- 2, (SOM60 r a 1/2' H/A 4 1/2' N/A 4 1/2- N/A 3. (TOP) 12* NIA Ir N/A 9 1/2- WA 9 1/2- N/A 3- (WffM) 12' N/A 12- N/A 12- /A !r N/A A' (TOP) ir Ir Ir IT 1/2- 12 III tr 11- A- (0070M) * OUM TO 111.0 P.J. A.S.A. OCIM POICIRM V004 AUK OW U RM AMMM THAI k VMW MR gdr^LAMN WIG WOW nwAl axm LVMW AD*= WARM NO ~* OK OSWO AM 1=90 ON ININ 904OLLL MR LIL I= am mom ON imicamum A=31=10 IN MLLULWO Vmm "M omma UwL MANOR!$ OMM WIN FACTOR OW THIS OPVWW TO K POKOLL TV L= alom ippow onicAm FOR 004 ANCHOR Ift at NOOIS AMM M 1 41 Raw 1/4-0 1/4's 1/4% S 4/8 I" bow owes 0.) 3 3 3 ILLAW Ntrwl BAIT3 31/1 A tp 4 WON is 3 f & IAN ja [T. " + Rt"MMLDWMMWWEMWMWOIPANUII i I I,". Are 4) w wr Fri -I Of ++ NW-Nn MMM KYWM ICTIOM PANEL AM It TO K:3/tr V.-M, COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l) CMAL WRV"­----- I- -.19r Iv. e 7 OR a is 11r at 1 �Jow DIN In artlowtv OM4* IRA IFICK 6 MAN *4" AwI -Ow- @UK m l *-a NLV. RODE DUAL A or _j - ------ -1 L-1- - - .- T sTOw PAKL DUAL A SO= SMALL K ONWALKD ANA" FROM LOT 70 will W/ TIr to Al Do AT U" am or FAIL 'F' TRAGIC O4 AMZ W0 STUD W/ #*Is" Ow taw IPon 0.2wo I ftrtol. 2.23r- ISOMETRIC NEW OCTAIL A OR ROUNDED CDRNLA 9 ENDS OF FOINIELIS sw END UP A/ REAMED COOL I• ANN �M' 2.sorm I ILSOV OF PANEL 3.7 W KEY HUI WASM -.7w .072' 3105-HIS4 ALUM, ALLOY Well $MEET 6 FOR 000"WAN. At3 q • LOMM" IF IRIEVE toww 0 1 _pl- OKI VALE Full INSIMILUIT" will O _JX %"D smuciLim 2.OW ME ?w (2) KX 'No HEADER'U* HEADER050'0 NK 10 r MAX, MOL (I lie SIK) (USE• ONLY " E-Z "4 slow PANEL .06 SYSTEM) SM-TO ALLM. ALLOY ;�No.i44167� •'I. FLORIDA BULDRIG CODE (04" Mob Vskally Nufficons ZOM) fs. F.P. 24 GAGE W&ANIZED STEEL STM IFAMM STATE OF cow w L ow somas Aw 1�_.• . ""IMe L ANN. 1111JEC 011ie. GLOIAL PKMCTION PRODUCTS. LLC- . . %V,- - gm. "WIL"X11"D 20-175 ...Ewa %tttt I A= -ww, PINK, "4)M-?DW w OW)E*4m p W*Mtff 0004 @ BLIUM-OW !r TRACK @ a 4go No aL► (LAW 3 ALLOV) Itz OVA, MPArAvIlam L VAR "' M 20,15 SHWIS 6 INIODUCIA =MMMUNW, PM 3) (1) L' \ MINN. CONCRETE AMICHORS (SEE scmEau 11HEETS 11 THAW" 10), 4 PANEL UNM (or SOCK" ON VIEFT 3) M.nl" so& 0 Irl'T D.C. OF MUN ")OR SLM Oomw collotm cmum NA MMKO tm,# E.D. - EDGE DISTANGE (SEE SCHEDULE ON 70P it BOTTOM MOUNTIMCS CAN BE SHEETS, 2 & 10) COMBINED IN ANY WAY TO SUIT AW INSTALLATION. ALTORM CONCRETE ail IIHEETS 9 THROLM 101 EXISTING poulp OcM;Rr%___ OR CCMCAM SLOOK ottaum. Towit LO CONCRETE mom" =0.210�1 I..(9) I/C MAIL lift. FAM UNGTH Is= SCHOULE SUOMI MR. ON SHM " (D I" . M)l ML, (SETKO &An SCOUE OCNASa" 0Mma WlaoON swm "M "A V W. FORM Un'm (m SCHEDULE ON SHM or It MAII ED MAX QrSwv CONCRETE ANICHORS >40" (off xmcu ON 0 INNOUS14 10) SHIM 9 THROUGH lo)) 1 2 1/3' LOW MAX. NJAMUM smew a a VIA- O.c. w" FOR EXISTING pokm z=01"atlo PANEL Can BLOCK ROOONCRETE SLOCK M. Lg I- MAX, LONG ALUMINUM PACM 0 12 1/2- O.C. (SEE TAKE #I GO starm 9 a 10j SUMAU WAKW WALL MOUNMO MUla MOUNI IMAM 3) OR :L�p lm,p 1A oumo AN 11 12 • 0. 11r. iFw-iuli-mwumm FLAT OR ON VOINE f.rANtrI-I T"To"CMGsTO 0, -VsrwV ZELS=IM T1 2- FOR AS M Pod To. ', =I?C=Vr NOW TO K SOUTH11" a$& On COOL. :zN-,:­►NETVCA-x I --ir-L-ARIA-M -0. ,0 00 opt am oww"A71101 "M ON um ly TOP so-nOu wAN im" Cw cwomwu AN ANY WAY To SENT ANY *WAWMN Rkton*4 P19 lZMA70101 IWI $1111M L 0 0 M11 * , " * , " " , '' POP MET aAe to OL04L 7 12, ac st O "illr ac r Now, owntR vw*s NOT smow to cLww r*:NO. 44157 74 Sul OF �0'd I" smn 0 r C.Cl w/ vIr wm ropom Ftmer""M 10 vol"M mw WAM 04c", 014.1. VLALIT 0 left a ®ONO AM-4023j/r* "OR -A IWOWI Ito LAG ICK" a r at 111 AN. r4KADO Poc"AT(ft 'fee LN; quoin 0 61 at R/ I 1TWWADW MW"VfiM To VAXND HFADIAL -K0 C�"47L4K� n_0141'&AS. OIDo OF imirpn eft TRIAL vs.& W%r4(11;"0Cw1 116,14131, mo LAO W/ 10 la;x now "SKIM"ON LAY OR ON mOE 1111.111IME MIXING A fflw�,� M WA-V SCAUE 1/4*.,. 20 GAGE GALVANIZED STEEL STORY PANEL tIA•M en OLOM Mmcnm PRODUCTS,Uc. m La "w- US-72* FAA, PU)N"M _3 LIECO Do .a -IT=ff == WIN 20-176 R_ , 6 6r%J r, I - . . . i 11MUM A.S-L-ALS _sf.) AMD CONErSPOMOM 1/4. 3/4. 4/5. 5/5 & 5/5 IiAtttrLl PRESSURE RATWO 1& +2/4 WkL SpME LEMON 00 SM WMLAR STOW IW/G. 2W/B. 3W/7 At 4W/7 LOULLMY-M , , (SEE SCHEDULE am r VAX S INSTALLAIM couclim KOCK WOW (t) MAX --Ti* WAK VA XWZ 0 D.M..@.01 4 MDUW= AT CAM EMS MAXIMUM PANEL LENGTH *L+* OR *L-' (ft.) 0 MAWAM A.S.D. n" PARS DeRATIO (wJ 0 w •61MlAT'O,• t 240 Ir_O* 121-01 iso itt-it* JAD TV'-** JoLo - 4do 4AO 91-01 11.1. son Sao @'-r wo, no #'-o* r-e. 7060 _r'-e' - FSO r-r V-10- A" F.-r r-J" A" r-o- RA* AVI-11, j IF -Y. MAXIMUM PANEL LENGTH 1L+" ON "L-* (ft.) 0 01510. PIE90111" CONCRETE a WCOO JALO it'-gol jr=r JONO It'-e w_r JLO F&A-10, 01-91 410.0 01-01 01-46 4160 #�tl Tao 6,-r 41LO r.4. MILI? A" MIT r-e* r-e" SPLIT r-o* 81-51 Tao I.,• r-J, no 01-11 TOO s*-Itr 100.0 11.1. IF.-r L990 91-3* V-41 "oo s'-f, file 4�101 IT" #,-r MM" SEPINUTION TO CLAM 504ME MAXIM PANEL UNVM N) WIND 8PRE0 4 170 M*.% vow SPIED ;, 170 M.O." UtDtSalAlmta mxw*u vilicstwonj WMANEv 30 OR LESS 1. 1 0 1/4" V,33 70 40 7 1/3- 7 t/21 :Nso To 145 1 7 1/2- to TO, ii4 - TOP 11110170111 of= .1. HFAW v HEADS Wxmv $114) ~ TRACK AN" C= - DOW MOUNT w w 51. so, I pw ANDU Sr ar 32' 3r 4r 3r Sr I'AIXIV 'r TRACK w 1. or Got '. MILM01"_ w Sr 10 3r Aw w Sr - IV RRE%& aw" I - I w I w 58 W.®Or qy __ 41 4_ _j .� UPAMIM PANELS BOLTED OLT PANELS W1 -2001 W) (MM As cs, L 9 (SEE ALwcnow AS A=Ero l 1. � , -1-3 MR. 2/4 t/4, 3/4. 4/5, 5 5 a W/6. 2W16, 3WX k 4W/7 --AMC"= (SFE SCHOL" ON $10111116 it to &II)- - --' REGULAR STORM PANEL (1) ELEVATION N.T.S. pv Mo. GAP zmr -IF AIR Of WUM HNC. GAPN-r.,- SECTION A -A (1) L+; MINIM PLONOM AVNL LOOM FOR A 611431 POOK A.191. OMM LOAD. L-: MAK. ALLOOOLLI 1114111 LOOM MO A OMN HOAM ANILD, DEDW LOAD (2) PrAcmiR TO Dookwa mkum pwa Coaft OW A FORM ALSO OtNW LAIM16 MONK MAXIMUM TOM LDWO `L42 0110 I't MONAAMO INTO NOW ARE UNITED TO A III &Lt MAX ALSO. DCM PRESSURE FUNDING , to am ILTM W_ -441v 11 UK GALVANIZE "111, PANEL "It WE OF M C-0 mll. PROTECTION It 0011, Roo "w1L!l P.0,410 1 20-175 INSTALLATION DETAILS FOR REGULAR PANEL (11 INTO WOOD STRUCTURES To GLASL N$CHM (M IDIOM SCHEDULE 09 1 ON aw 3) 4 l/Ar at (MAR IWY V MCA, PAP& LOOM WOOD ANCHORS so"Ol" REQUIRED1*A (ICE 301WL11L ON -. (M m smw I&VOR 1/4* SHEET 11) SPAM or y WOOD HE11M_ Ir wouwm Allit _011 MAX"wt)kf SPACEIRS . I" 0 12 1/2' 0.c. a TAM #I ON aw it.) ERE- BELOW To UWAMNS FOR SUAMhOM I In' WIND, swors. IV MAX, to GLASS. FORM UNGTH PANEL UMH SEE SCHOOLAI (SEE SCHEDULE((SEE ScHw" PAM GATE FUME 0 OR PANEL WTI ON I"M 3) 1 ON SHEET 3) ON ow 3) 1/0-TRAI. " (SEE SaHMANFLE ON Sir 11) awnwA SEPAMON TO GLASS. 1 2'.4- WOOD GLASS aEF SCHOM__1 I PLATE RSOURW SHEET 3) DIRECT MOM W/ SPACER ALUIUM nc ON SHEET 11 R MAX. PANEL LENCT"S 0 12 1/2O.C. SEE M MTA MEAJDESIGN or IN• toi.0 SIGN LOADS 0`011 THIS INSTALLATION. VAX. rI 7 0 12 1/2- O.C. EL WOOD ANDIONS T>K HIM 1, $tANOW 0/ STUD ZSCHMULE ON WPM 0 No ME I 11r tOG IP IT) (1) §WfttXM 9 LMO 10 A OK MM 5^00 ON Ir-r 2-1- WA im raw �ff Mo AT A "ft im sa� -we armoov some a" Twort 11). PINATIC %Z99M %*00 ANCHORS, t. MAN swerAmm To am wou"t WOOD TE REQUIRED (Su wwow ON , DO M SHEET 11) (lin a A MIAMI III fIr " SAN" 44#M ON m MR. A%= Howilin R"" a wx 36 *Ali PML LRAM wu TO w AT w w� 0990MON FIRM UAW FAM LDWM AA� ON WAM pwa upwm a WAU MOUNT sw III M=CMPMW IRA SOLL K AS WOW 00 SCALE 3/li-o' Or I I/r Low som 06 a opsy F I IN WAS MR we =a 1. a � I Al MM= IN, mv AWLITIE10 1AWAIN11 r-wato "Von Am Via Mo (ft 0. or THE: now Scat 3/6.1* MA"am ......... .. FLORIDA SURDIND COVE (Non wah IVAQ Gone Zen fox FOR 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.0. eam TUM W_ F.P. No. 441;67 u 9W GALVANIM 9M SYM pun ONM VA Ln. PRESSURE RATING 1) AND PANEL LENGTHS IN'. VIT TOP k BOTTOM MOUNTINGS c. BE As PER wwwn ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 20f) STATE maw PRoncy" PRODUCTS,, up /TILIEC 0.... -SOL INSTALLATION. 90 2. FOR NEW WOOD FRAME CONSTRUCTION: WOW Poem 0"Hoo-76ft FAA, tol"wel" 20-175 MEMBERS TO K SOUTHERN PINE No 2. W/ SPECIFIC N, %-VIVO�_13 _7' DENSITY OF 1155 OR EQUAL GENERAL NOM (0) Am 1: 1. STOW PAMIX INDIAN ON THIS PRODUCT COLLATION DOCUMENT (PJLD.) 44 BEEN VERIFIED FOR COYPLLINCE IN ACCORDANCE 1 ,RM.F T WOW ANCHOR � 1. PAS W= V U 7 W IIIALOEX. PC wn, Tw im vo, cmw or THE nNoRloo, outow CODE PALEST WILL NOT K INSTALLED 0 HIGH #14-10 PANDINMAM FDVU 0 AND PAMIlLMATE I= AFOOM AS MANLIFACTURED IFY ELCO CONSTRUCTION PRODUCTS, VELOCITY HURRICANE zomm TIES THE ASM FOR wm 11 LAG SCREWS PER Wall. on" We* I&= 94KIN NPOD"v=zz N= 144 OF MENTIONED, CODE A BASIC SPEED As REQUIRED BY THE AFRISDACTION WHERE V*W PANDA OU 81 UWAULED, AND FOR A DOECIVOMUTV FACTOR T/4* 16`0 It 31W WOOD DJSMM. 03 DISTRIBUTED BY ALL POINT SCREW, Roll 41 SPECIALTY CO. KD.OA% USING ASCK 7-II AM SMALL NO tXCEM THE MAXIMUM (ASH.) DUM PREMM RATINGS INDICATED ON SHEETS c I) woomim Tivic-tow PENETRATION em wocc, or Ywcom ANctiols SHALL K 1 1/2* AND 2* MR nOO PANDAWE PIUNFS 3. 9 71411111 12 6 17, IS. AND PANELMALE FEMALE 10 04 ORM TO VEMAY THE AWE CONDITION, ULTIMATE DESIGN WIND LOADS CMPNMNED PER ASCK 1-16 SHALL K FIRST REDUCED TO AS.O. "ON PREMIRE RATING BY MFJLr#LW4 THEM BY 0.6 IN ONES TO 0010"I MU W/ MAX. ".D.) C2) k*#WM 114READW PEARTMIXIN Or LAG JiMIN, WO THE WOOD FRAMr. UNIT SMALL BE 1 7/2', NO tWADtO RATINGS T"C"M ON SHEETS' & 0 "M 12& 17. IS PENIMUCTION INTO, SVJCC0 SMALL K CONSICIAM AS FORT OF THE MO INREADED PENETRATION A IN ON" TO VERIPY THAT ANCHORS ON THIS P.E.D. AS C" W006 Me 8,;N oe=oamu SIN= FOR WM LOADS WAS USED IN THOR ON ANALYSIS. W#PAJM ft" DISTANCE OF LAG SMM. KID 0000 SHALL K AS WRINICATO IN IWIS MWW ACCORDANCE WITH N.O.S. 2014. SMW PAN111 ADEQUACY MR IMPACT AM WOO RESISTANCE HAS OM VERITiED IN ACCORDANCE OFTH SECTION I MR 1.2 Of CA) MPM%M PENETRATION OF WOW susNoic SHALL K 3/e t/4 ' P-29 SCREWS usto IIHAIL a I vz* LONG MINIMUM THE A MENTIONED COW AS PER AMERICA14 TEST WOF SOUTH FLORIDA REPORTS fOM4,01-01 AND #01902-0. AS SHOULD STUCCO EXIST. AM I' MINIMUM MR WXAS WITH NO STUCCO. PERSSYD 1 2-92 111 ASTM E 330-03 STANDARDS, AND AMERICAN TESM UNII SOUTH FLOARIA REPORT 014301-10 AS PER ?AS-20, AM TAS 203 PROTOCOLS. AND AS PER CALCULATIONS PERPORMEO INACCORDANCE W/ SECTION 104 OF THE CA) IN CASE THAT PRECAST 51 , OR PRECAST CONCRETE PANDUI. SWOOO OR WOOO BOUNDSK MIND ON THE EXISTING Ski. ANCHORS SHALL K LOW ENOUGH 70 REACH THE MAIN STRLNCTUAS METRIC, SUCH PANELS. rum" KKOING CODE ANCROMCE SMALL BE AS MENTIONED IN C 1), C2) & CA) 2. ALL ALUMINUM EXTRUSIONS 10 HE 400-76 ALLOY AM TEMPER (UNLESS CVH11OWK 40110). SEE SHEET 2 (0) AN04M SMALL K INSTALLED FOLLOWING ALL OF THE RKOMMOMMS AND SPECIFICATIONS OF THE ANCHOR'S ~hCrU1141A. 1 ALL ALUMINUM SHEEI MEM USED AT CUMRFS SHALL NAVE 3105-M14 ALLOY. 0, PANDA MAY ALSO K INSTALLED HORIZONTALLY FOLLOWING INSENIAT04 DETAILS SHOWN ON SECTION I TWOOLN)W 6 (SMELTS A 4. ALL STEEL SHIM METAL PANELS SAIL HAW STRUCTURAL QUALITY STEEL AMU A -OW QFADE 00 MOO", G-GO GALVANIZED THROWN 5) EXCW THAT HEADER110 a 0 SHALL AM K USED. 31ML DESIGNATION W/VY- 112 2 AN (AFTER ROU.W). 9. IT SHALL BE TOE RESPONSIBILITY OF THE CONTIMICION TO YEWY THE SOUNDNESS OF THE STRUCTURE WAM &MVM IS TO K 5. ALL SWIft TO BE STAINLESS STEEL 304 OR $16 AM IUM OR 0OW4=M RESISTANT OWED CARRON STEEL AS PER DIN ATTACHED TO OS PROPER MOIOMG6. THIS SHLIMA SHALL ONLY K ATIACHO TO CONCRETE, OLOCX OR WOOD FRAME oulDom. 5111118 R/ 50 IAA YIELD StROOMM AM " Met rEN31111 SIRINCT14 AND SMALL COMPLY W/ FLORIDA GUILDING CODE SECTION 241 t.S3.4 to EACH REG" STORM PANEL ORH LENGTHS OWN 90' AS PER SECTION 1. Z 4. 5. 4 MO ALIEFINAIKS III. 3W A AN ON 6. 0101.115 TO BE AMU A-307 GALVANIZED STEEL. OR AIX 304 SERO STAINLESS StUL 1411114 36 k1i MINIMUM YIELD STRENGTH 3NEEM 4. S. 6 A, 7 RESPECTivELY, SHALL HAAE A Ltgftl AM READILY VOW MARKING OwRtcy" M" 00 Tvwff TO SECURE PANELS WITH APPUCAW ROMFORCMW DURING PON= OF HURRICANE WAMM 7. ANCHORS TO WALL SHAUL RE AS FOLLOWS. It. THE INSTAUAIVOIN CONTRACTOR IS TO SLkyc"x ALL SHVYTER COMPONENT EDGES WH1W REMAIN IN CONTINUOUS CONTACT WITH TIE MANOM To PREVENT WMIPAIN INTRUSION. 1/4*0 TAMON ANCHOR$ AS MANUFACTUIVIND BY LTV. SUN= INC (Min, I'C-3192 P.6L) 12. SrM PANEL INSIALLATTON SHAU. COMPLY WITH SPECS INDICATED IN THE DIAMOND PLUS ANY IKKONG AND IOWA REGULATIONS 1/4* a K ?/$' CALK -IN ANCHORS, AS MANUFACTURED SY DEVALt INC PROVIDED BY THE JUAISWIDN WALK P~ 15 APPLIED TO 1/4'o A 3/4' 9XID-SET ANCHORS, AS DIFIRNPJfED Of ALL POINT SCREN. OMY A SPECIALTY 00 Mtn114: 13 (a) THIS PRODUCT CONLIA0001 DOCUMENT 1`11101ANIO, BY THIS DAGIMEM IS GENUIC AMC DOES HOT PIRDIADE WF~7CN 4 E FDA" 0 & PANIUAKIT PLUS ANCHORS. AS W~AMMM NY ELCO CONSMACTION PRODUCTS. FOR A SITE SIFECIF PROW: No. 1114ME THE 15ft CONDITIONS DEMIC IIIOM TM( PA O. J/4:010ZApMANFLFMVAKT1N ANCHORS, AS MANUfACTURIM BY DEWALT. Or- (6) CONTRACTOR TO ME PCVCNSMU FOR THE SIMECTION, PURCHASE AND NWMLA"CN INCLUDING LIFE SAYETY Or THIS PRODUCT A 1) MINIMUM EAFROMENT OF ZMPCM ANCHORS 1111TO PM" CONCRETE SHALL BE 1 3/4'. 2* FOR ELCO PANELMATE AND SAM ON THIS P.E.O. PWMM HE/11141 DOCS MCI DIVAIFF FROM THE CORMOtS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE 13 THE CONTRACTOR'S AE"MLnY, I V4- FOR LANK MUN ANCHORS. (c) THIS PRODUCT EVALUATION DOCUMENT VOLL K WkfOdE'0 INIALID W MODIFIED AV CALK -IN I, SOLID -SE ANCHORS SHALL K EMBEDDED 7/6* INTO THE POURED CONCRETE NO EMBEDMENT IRO STUCCO SHALL BE PFWWM. I/r 0-20 KItM USID SHALL K 1 1/2" LONG MNMUM SHOULO STUCCO EXIST, (4) SITE VICIFIC. PFI VIALL Sit PREPARED BY A FLORIDA RECISTERED 04WM OR ARCHITECT WNIC4 WILL BECOME T41 AND I' MOWN FDA WALLS MTN No STUCCO, AND W BE HEADED SCREWS OR ALL "WED 9010111 0/0 HEAD, DO" OF RECORD (C O0.R=;K A= WILL ft Od$PCWW RM THE MITI WITH INING NUTS PROPS USE or THE itto Q�= AS A OMMATED 0494M TO THE P.E.0 ENGINES, SOLL suft" TO rM LArmo THE sm SPECIFIC CovioNGS FOR KMW. INA) IN CAM THAT PRECAST STORE. PRECAST CONCRETE PANELS PAVERS. SVUGCO OR WOOD BOARDS ft POUND ON THE EAVVIARC WALL OR nook ANCHORS SMALL K LONG 6Z� TO FS�& THE MOM STIA)CIM ODOM RCN PANELS (0) 70" PEA, SOLL KM THE WE AND ORIGINAL SLAL AND SIGNATURE OF THE PROFESSIONAL ANCHINIAME SWANL BE AS MENTIONED ft At) AND IN A.2), ENGINES OF RECORD THAT PREPARO IT (1) poslING IN 001 ASOLX--W 14. SHUTTER 1M1UFACTURUr3 LABEL SMALL K LOCATED ON A READILY VMMX LOCATION AT =ft 1/4' INVOGN ANCHORS AS MANUFACTURED BY 1 1. W •INUILDIDI. NC. �= PANEL SHMER IN ACCORDANCE WM SECTION 17094.2 OF FLORIDA BUILDING OWL *HE LABEL INU BE PLACED MR EVERY OPINING L48WM TO COMPLY WITH SVC, 170110.3 Of THE I tr:.7/4 - CALM --IN ANDIONS, AS MANMACTUNIED BY OPOLT. INC FLORIDA SUILDING CODE. 1/4-0 X $/A- SOLID -SET ANCHORS, AS DW*WTM Of ALL POW SCREN. POLI & SPECIALTY CO #14;10 PMELWTE FtM" AD AND PANELMANE PLUS ANCHOR$, AS MANUFACII)RID, ITT ELCO co"S"N"t INCH IT 1/4 0 ZAMAC ft" ANCHORS, AS 1400MACTLAtO SY KROLL INC ............ lit) MOWN OW40MEM or TAPCON ANCHORS. EINDD PANCLUATO AND ZMAIC Mk* AANCHOR, INTO THE BUILDING CODE (MOM Mah Veloofty Zone) Room UNIT STALL K 1 1/4- no 9.2) CAN -IN at SOLO -MY ANCHORS SHALL BE EMBEDDED I/Ir INTO THE CONCRETE A= UNIT. NO %,44 7 fp. 24 GAGE GALVANIZED STEEL 900111 PANEL MAN, w STUCCO SHALL BE PERMITTED, 1/4' 0-20 SCAM USED SMALL K 1 1/2' LONG M"MLIM SHOULD Dw, AM I* mamum FOR COWS WITHNo STUCCO. STATE 11LINC0,11141, GILOVI PROTECTI011 PRODUCTS, uc. 93) IN rASE THAT PRECAST STOW. OR MUST CONCRETE PANELS, Sft9= OR WOW BOARDS K DIAL 06 .Roos• IAjr EXISTING WALL ANCHORS SHN.L SE LOW ENOUGH to REACH nit "N STRUCTURE BEHIND SUCH Mae "Qua-ViAk 00 oliquit-em 20-175 ANDFOANCE SHkL SE AS MENTIONED IN 11.1) AND IN IL2) 0&40" -.1 - Fou m limit PIN $L%IVWA"Uft/Mc 1%2 & .IAA PAL INSTALjlON DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE 1" CONCRETE - --m EXISTING CoNcAm FOURO avot BLOCK COMCF= ANICHONS"'­ comer4m ANCHORS (SEE SCHONAL, SHEETS 0 r'lloLmON 10) 10) EXISTMO POLAND CONCRETE OR A J CONCRETE ajov", RVOUM MUM COMO" ANCHORS (SEE sosw= OIL I ;ll` SEPARK"IM TV^= w TO 4 um (SVE EX $D*DW ON SHIM 3) PA)c LEW" (SEE SCHOM 10 SEPARA101 V Mo. to OLO= PANEL LENGTH ON OUT 3) 0 i PAM LENGTH COUUE - ! CONCRETE AN"As V (w saimm (SEE ScHow (WE ON WV 3) ON SHEET V�, SM=.- or V 5011 OF i L MAN. Tf E:M i Ea .-J., 0 =-.Qi Ro CCHO" t t/#= ILL -Air RIOUND. (SEE SC11mlRt EN Dam 9 "MOLARI 10) It MAN, ONLY WHEN ww TE V111 LED LOCATION CALK-IM A1940n ARE A%& w/ 40 WHEN 119 USED Za" moom ALTERNATE witicrim-i Lgow Am ARE Ulm w.Ww AMMONS agwgum. ON (SK sow" ON garomm-niuc" 10) sHorts 0 THROUGH 10) BUILD:;gja Mmwm WALL Amm WALL MMUM I Dp= MOW _=Dft SECT11101111 3 R-41 SCALE 3/8-1' k? CE11 FLORIDA BUILDING COKE (*in 1019h Woctly Hurricane Zoned am ILUM ec. rp. .44167 24 OAK "LVANM STEEL STORY PAWL ONM IM FOR COMBINATION OF SECTIONS: LO. SacOwma PATE /TILTEC 0 Kom MTECTM P"ws, uc. (SEE SCHEME ON TOP k BOTTOM MOUNTINGS CAN BE "WN."sw SHEETS 9 At 10) COMBINED IN ANY WAY 10 SUIT ANY 20-173 ......... w OMM 0")=-?6416 FIX, C@M)=D4W N CHAR A PC sm 4 IT to INSTALLATION DETAILS FOR REGULAR PANEL CD INTO WOOD Air jE�swkx !w 7 7 IN. LO 9EAM ADEGUNCY OF EXISTING, WOW KAM TO K CERnM SAY REGISTERED ENGINES Olt ARCHITECT Pit TO SMUTTER INSTALLATIDN' _rw ANCHO" t, SCHEDULE ON ALTUMTE WOOD XCIML ft VZ.'% 41 SWEET 11) 1 A MAx. =RNDOEADI$- A'- We WOW ANCHORS a Iw at ONE SCHEDULE ON GLAS&C sc ION SW MIL SaIASVWN TO GLASS. •Mo. i MAK. �4- PANEL UDOCIIH I= ScHax" DICE WHOM ON SHEET 3) PAM LENGTH Y(ON SHW 3) ON SHEET 3) or v MAIL WAR .1 9 12 1/2* D.C. Np FINS ijQ WOW REQUIRED 2.4- WOOD PlAn WAUMM maim U WOOD ANCHORS MTS�1) ANE SCHFOULF ON SHEET 11) --2' MIA.. -.- AND ING ALMNIAMUff 3FW Soo" Atur 21.11TO ALTEOMM SCALE 3/9-1* Mo 4w A. NOTE FORN0.14161 I. INSTALLATION ARE ONLY VAUD FOR MAX. ".0 TOP & BOTTOM MONINTRIGS CAN K DE54N PRESSURE RATING I AND PANEL LENGTHS TO SUIT w TY MTEOF % FLORIDA OEM n7m W_ BUILDING CODE (Stan WIN VdoftNMMLone 24 OAK CALVAHM STM SIM PAW Zone IR. avm 10 COMBINED Of ANY WAY ANY AS PER SCHEDULES . INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _... 1,00 010Mal MEMBERS TO K SOUTHERN PINE No 2. *1 93ECFIC .�'o - ..... 11. E c FRI.. \amu. MTMTM PRODUCTS. LLC. DENSITY OF 0.55 OR EQUAL A "or -M SIR. it $� lot N "I to as VIX ME A -A M. NA pkm &UK FL 39. w 20-175 A� I L TIA4104MAKAMM "low som I ft w cl) > (D 0 0- 0 2 CL cu -0 CM cu 0 _cu VI 0 2 CL a 0 Cc 0 0- -1.- ca LL %.1.- 0 cu > .cn -0 w E -2 CU 0 C_ It- .0• "o c cn 0- < u CL C= 2k 0- Q) •V-4 42 �z W aw c: ILI Du f-I 4) CM E no O cn CD W -OMMO U) cu 0 L_ CL CL 0 :3 Cu 0 0 cl) m sL uj z z SHEET NO. SH 1B3 i I ' I i T 'lll� IIFi[I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES, VALIQ FOR REGULAR. UFF 1 L 13tltla 1 •® "•� OR I r, r • ma• a,0e N-1L eee>-te q w' o too Allll 4 r Lac ; IWagam aw ORAL Itty r , a/C 1 - Wa a r r-'EWomC°N►M.[-7 E slDgt OR 1 d A 011e 0 J4-1 tar adoo rmw "' 8 N[IIA.., TALL/ ANQ \ 1 41/4. OA► 1 a'r . 1 im 100MIOMr r. Ir O.o l r. •DeerM1EaNAR law K< WAL � l OR- -.010• Sim-N,N swrROMnCeER! i=.m am pHs J V.4•ROw l,twiO /•' 4 eoLT' r ..07r • or •,_ 710"44 OR KO-n ALLOW P/41t~ c" Arr. JONIX CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) 9CAlE 1/4'.l' SCALE ,/a'.,' WALL 1/4'-1• 8011E 1/4'-1" 1BN YIa h I OR 00 Ott atOglf ` 16r smtO'MiI VI l �._ t,w,! iw LEA" bl wAldS„� 1 ® � l a10 r Nsp� IV) 06 a1 cis e ow6Ar 2 �MMe r - oaoAelW aumim 1 OLaDM raw 1 �'' 3/4^ w•r. 1 - - , A •© OR® - ` Lan g1o1a6D nowr • 1 riL f nir d0 0�0111447D I � AA_.I1r� `A- p��� 1 ��� NiNtu CASE G (L��1 • `SEiI A: rut/l acgt t/4. I• a�Na•Itrai10°' �N:' j�CENp�'•.!� vxw MR DWCT MWW w6rALu71014 ONLY A R• COMM PANEL OQUALIAM AT WALLS N/ No. 44167 SUWACE avu "1R'JTwms'Arim ve * : • FLORIDA BUNDINO CODE Moo I1NrT10aM Zone CASE E (PLAN) CASE F (PLAN) am nnDa Ma 24 (AGE WARM STEEL STORY PANEL rw aeaM {N SCALE 1/4•-1• SCALE 1/4•.1•`••• F:oAlo�'..:4� �..r��M1�.Iy�Mr S'/ •• PROTECTKIN PRODIICm U.0 07 am, IL EC01«a. �7 9p1j 111 J'1,'Ei' r, MAL R'39a,14 20-175 WOIC 00"00-"* ne UM)Na-a1MT OIrAM MN YA�°P0°"•. At aD,y*NI,ASNg1 1,K1 6 ar N (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATNES 1W THOU 4W. ON SHEETS 6 t 7) YAWL A.S.D.WAXR on" RAtm (W.I M AeNa1M VACM MR E.O. • AS SHOWN ON 114= 6 A 7 A•PLAYKS ro A ANY OF 1z MI,t,M„M ►*& Lam (III TAPWN LAC SOROI PANKMWE FDA" O pwal n Ps W mm l3• ,3• ,3' 13• or W r-Y or Ir tr ,r or tr (W m) 6 //r a I/Y a lIr 6 lIr a lIr fPoF'1 4 Ile IS 11'r 6 1µ• Iron.) r e a' 6• - f>oL7 Lm r e• r 6• - laeTIe+O Ir Ir Ir 13• Ir 4 -0 OR LJto tr ,r Ir ,r Ir ,r or ,a• Ir a 1/2, s 13, or ,3• Ir r 111160"W" a 1/r 0 1/2• s 1/2' 6 1n" a I/r (Pop) a Ile 21/2'(earn') >r-r To 4 ,n • 1n' r r - f1aI" to 1/2• a hn` 4' CHIP) tr W� u• e , • SEE TAKE 11 FOR LAX A.S.D. DOM WADS ALL VAX PANEL LENGTHS WHEN SPACER 0 IS USED, OORRE PORON40 ONLY M ALTERFMOE 21V ON SHEET 5 MU. AS.D. Dem rAIM MAYA" AWN0Rs SPACMO F011 L0.. AS SWO ON SIEEIS s A 7 MIPLENU 1D � � N LENCIH TAPCON LAG SCREVI � m K WOOD 9LN" IO 1r 13' Ir Ir tr IM or IF tr ,r 4' ,W 00TUO 4 1/2, a t/r 6 1/r OR lns 7 tn• r r Y 3w _ Ir 13' ,r Ir _^ 1r m +4s. -46 +75. -75 r IS Ir Ir ,r (Wmkf) Ir Ir Ir or t0' W Ir 1r or Ir a Ile ,* (1DnoW) 0 ,n' • ,/x' 0 I/r a ,/r 6 1/2• m >a•-W 70 - - { 1/4' 12 1/2' a 1/4' laen• 4 t/r r 7 to, 1 1/2' - mn r U• 11' If ,3' 5 1/2" ,r +r ,r u• tr w • SEE TABLE /1 FOR MMtt. ASA OFSWN LORDS t MAX PANEL LENGTHS WEN SPACER 5 USED, CORRESPONDWIC ONLY TO ALTERNATE 2W ON SHEET 6 �laa:.4 e ALSA OE9ION LOAD tENBTN�� 40 PSF OR LESS 6•-B- > 40 PW TO 50 PSF W-2' > 5O PW TO 60 PSF W-101 A MAX. PANEL LFNGTNS ARE ONLY VAUD FOR INSTAUAMONS W/ PANEL MATE E) OR PANEL MATE PLUS ANCHORS t W/ _$W1W 1/2' D.C. MAXIMUM A.S.D. DESIGN PRESSURE.- NO (pas.f.) AND ORRIESPONDING MAXIMUM ANCHOR SPACING SQUEDULIE (VALID ONLY FOR PANEL(I)OWA IATIONS AS PER SECTIONS t THOU B. ON SHEETS 4 t 5) IMW A.S.D. PRESSURETMa011 (vryq MMW ANCIIOIS OW40M FOR MI LD, ►Ot 310I110LAE SOW A3RJWE MAOMIIN la�IR 1 (R•) YAR AEA PIRSiIAK fi•4 i OMAM MOM WWM0 FOR MN LO. M SCJED16L Qpt 0ANmm"AW.E wmuw WONM C1Yi•) SMART PANUMIMExIMeC-IWIM w,{ OKK-W A TARCON WlD-sHT =MNfrMYIM;jr X-M a W w w ro"w w ar. o m W OF nlnl 4411,-48 Los 1r or Ir Ir Ir or or Ir /r ,r ,r , , r_r M Las 44e�-4e -ft -ea or ,r 14 lr 1r ,r Ir it , or it I W_r an LE+e ,r s' or Ir Ir + • ,r 1r Ir 1!' Ia• tr + (0DT1aM) or ,r or iJ• ,r ,J' or IY tr or H , + OMWM) ,r fr 13• ,r Ir 13' or Ir ,r Ir Ir or (+DP) Ir ,r or or ,r r 1r tr or or 1 1/a 2 (le►) Ir Ir ,r tr or Ir Ir lr 1r Ir Ir Ir IS fW0=r01I) Ir ,r Ir Ir ,r Ir or 13• Ir tr Ir it I : (WaTm10 rr IY /r ,r fa' tr U• 'r Tar Ir ,3• Ir (%M tar Ir or or or tr or or ,r or or ,t 1 a OOP) - - x 1 12 1/2 / 1/4' a ,p• 4 1 ,1 ,/ - - 6 1/4• to i/e a (WOrIGM) - - 13 I/r 12 Ile a Ile • Iµ• 12 , 0 1 - - 6 1/4' a I— 3 (sa1W r Y a• r r r I 5' 0• r r o• 7 t/a 4 mp) Or 6, r r r a l • r 7 t/Y or r r a• 4 clap) e• - e• - a•' - r - (6o,raw) r tr - r - e>� - i' - r - a• - + 1J• 1r 17• 1r tr Ir 1J• U_ tr• 1r IY or (TOP) lY -.Ir fr 1r- 1r la'- -IS{ or 17" 13• 1 in (Tan 13• 13' ,3' ,�• tr ,r �i' la'. .ar „Ir -,r or E6oTPoNo ,r ,r Ir 1r 1r ,r tr t3'� tr tr 1r „ , a ( unw .. ,r Ir Ir Ir Ir Ii -lr 1Y ,r ,r lr /Y 4 (1DF) 1r ,r it tar 1r 1r 1r tr it ,r ,r t 1n { _ - {, • {14• s, 4• si.• - - - - 6/4'OlI 4•{ '• -- _ a1 P {I4• a141 e+e _ _ _ _ e14'aly e . or s• Ir to In Ir r +s• r 7 , a , 1s• ♦ t I I,r-r To f1-4' Ir a• , u u e , tr 6 1 a , s I or I , ». _r 10 r-a Ir r /r ,3' ,r e + 2 or s 1/2 10112 1 1n Ir r I (/oTW ,r 7 , ,r or or Ir 1r tY III r ,r 6 + + D,o110Y) ,r a• Ir D , Ir r Ir r 7 In a ,n ,r 4 1/2 (10/) tr r Ir Ir ,Y a 1/r tr • yr s In• a t/r lr a ,n• : or r or ,a• or a 1/2 or a I/. to W 7 172 iJr a 11• 2 murrom) ,r 7 17r ,r I ,r or ,o• 1r tr 11' r 13' 6 1/2' 2 Ir r ,r 13• or a In a 1/2 to , 1/2lr 7 to ,r a I/r 3 Mn or 7 In• or I or ,r Ir ,r ,0' it, Y I Ir a lIr mn 12 llr 12 Iff s Ile6 1/4. 12 1 a 1/4• - - { 114• • 1/4. 3 DIOIPoM) - - 2 In 8 ,n a 1/4 a 1µ• 7 t 12 In - - 11(S , 4 0 1/4• J OW r r e 6 1n• r a 1/x' r 4 • ,/Y r s ,n r RO► 1 In a' r a• r 1• s• 4' 4 /n` 3 , • In 3" , fraF) a' a• r r Is 1n' 7 1/3• 4 r a' r 6' a In• 7 t GHaYW Ir r tr 13• 1r a I/Y Ir o 1n` 0 , 7 , ,2' r t+O►1 ,r a 1/2• Ir- /r Ir tr , lr „- Y ,r a to crom 1r 7• Ir IY U' . 1/Y ,3• . In' 0 1/2 7 ,n• I]• a 1/Y 06arI0t0 ,r s 1/r trIS, Ir ID• Ir Ir ,l' r Ir • /n• a wrim) tr r Ir fill 1/: Ir I r or 7- 17 In' 15 I/Y I Is 14 I/r a (TOR) ,r r Ir or Ir • 1/Y ,r a 7/Y • t/r a 1n• it a t/r e 1 4' 8 1 4' a I/1' 6,/4' s 1N • 1 0' { WOrT" s 4• a 1 • s 1 a' a, - I - - - { 1 a• a 1 0' a am No 11 we AM M mt 0 3n1M0 rM Ma1ANM01a1 NRO soon MR et um 0 NNAILII OOM VACM AMD,1 MW ON WLVU AK *CUM M *M fMMU MR LO " TWA so"" M ommu alsuet AIO M mm M "WLw• Oftem "ft M SMMU K 5W rOLLM M FWML FOR ?WI1 OPDWION 10 K FowW IL M W, C M WOOM Met OM *MIL 11a1 K LaM IWAW WIMP SHOAL, MOW D Foa LAM AOON TVM M IK fae01AL A10� IIVL �1 1/1h / Y t 41 1/sh L/4h are-M i1N41N1 KWO vowim Avow w AQ a a a a e I? 2112 MODWRA— as 3 31n' r 3 4In• 3 6NFAIFO W 3 I/r 7 In a In• Am" FAUM ._—_I gin__.__.-. Iyr _. OM _ , - LM ImI - Im Im •' SPAONGS (SLY VALM V1HRR SMCa4 W USED. SEE 1 f0R IIAX AS.D. OEM WADS t MAX PANEL WHEN SPACER Pa DU& A "a. DOM Lm L MPOOL 40 PW OR LESS 6'-6• > 40 PSF TO 50 PSF 6'-r > 50 PSF TO so PSF 576' e MAX. PANEL LENGTHS ARE OKY VALID FOR INSTAUATIDNS W/ SOUD SET ANCHORS At W/ SPACER AT 12 1/2- D.C. --ANCH M (KE SECTIONS A ALT06MTM3 ON SHIER 13.14. 15 t16)_ ----___- -----_.-__ _. p. „0. 3or4 i a;1W1 ' ----- - I k -___ ..._._.._. R-IA/13, R-W13r R-,1 14, R-1AW/15, R-2AwH5• R-MW/16. .__- -____-----.. _. ___ _ _._ .__._ R-1B/ti, 01-21/1S. R-30/114. r VAX. R-1BW/15, R-21RN/15, R-3BW/16. '• ,ft F--- b 1' O O O O O IA O or t/4. Na. a '14 i I I I , 0y-20N1•'sA. L/8 BOLTS * I I I (UK FOR rPMld LFNCTN i t (!I ` (� I `�1 j I + PA4MAL Loom PAN[L I , I j K"m si6RM wmft } 11 I (W/ orle�ilAi wo wMf10in1 m'ea•0 ._ ' { LIFE SAFETY on11 PANEL r-r • +WA -e4.a W. 1.?!(, I_ 1 �I (W/O "a* M PAWL LOIOIN IWI.T) I v i I I._. i - ... ,/4h-200• j -1 -.. i I , A uaE r-aA ML UNF# w+a'M _. - - ,- - 1, -- , - I -_-, i __ __ - _ E S. 90L1s W�ta9 I AT ILL Not10o1M i `• I j / AT EA WERIAP- `} j 1 j 1 / , I I ( -�i1 YaiacS At 3fiis �I wa ' ! I i � .• = TION • LIFE 91FEYy'.'+. ' I • � i i : I PANa BorrowGoaNE7+s I ` O I WH WMO kW AtEXTERIOR WMO M)r AT LUT i• to fA//R-2A/13. R-3A/f4. R-1B/11& U 13. R-JB/14. I, MO., t �710M ONLY �Aw FOR WHO R-uw/15 R-2AW/1b R�SAW/1e. R-184115. R-21W/15. R-35W/16. ------------------ - ----------INICI,ORs tads KCIONs At ALTEMiUMs ON SHEM IS, 14. Is e,$)-1/0• wx. DAP LIFE SAFETY STORM PANEL M ELEVATION Laar SCALE 1/4••1• SYMM .ANAL (Wl oAlwiP .fit Mj�101F YML1M) SA PANEL I '�--{*leusuroa c��asas�c:_:.ac.--s�.l..:_c._-c:::=,:a::ria'�s.-a..z=-•c:ac=e-a-as�"�N•ealr�Aaasseejzcx ,zza:czs�cs3 LIFE SAW PANEL * � * FEWMA NUILDWO COOS h Witany Nurrlaam Zone EVENORE,;S OAIO� ,: �it� MeM xlam Nla 6 •T LiE C O a 24 GADE GALVANM STEEL STORM MMEL VAN e PROTECTION MIOWICTS. LLC. 87/0/ SECTION A -A semi 1/4'.t• / " ,w.aW�f a ..e aq. 6, mar law. FL 3410 now oumw "K nR Oas)•b-M 20-175 rL !fAL/aMMloo/GR �'� Pi MUM AL. MAXIMUM A.S.D. _MION PRESSURE RATING .s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHF Lt N E FOR REOULAR STORM PANEL a) INSTALLATIONS INTO CONCRETE k CONCRETE _BLOCK STRUCTURES (VAUD ONLY FOR PANEL 0 INSTALLAT& S AS PER SECTIONS 1 TH RU 6. ON SHEETS 4 !c 5) WOOL. A.aA II �M1�YrO) UNUM RICH M SMCM6 MR MI E0. FOR SCHMU BELOW 3APLIdRt AIA811eM l� III.) W11t. ASA F1 owl 1111 ALAMSMM AtIG1011s lPACaO Hal IM LLL POI lOIOIAL O L7W 3AKICM,E 14lJIMY TAFCOR sOLO-LET POKE W 7AIM46 Nmm CW(-61 A TAPCOR SOlq-ssd ftw 7MMC-NA6/1 C4%X-M A ull 00 w mmnxw m m Or It" w 10 LION +7q -7e Ir it" Ir tr Ir ,r or 1r 1r IS. 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OM 9a$7 N I� —� 0 - I 011 !M♦� 18) 0 1 j QJ sMLE1 IS) _ _ __ _ j OWN 9QU 1 ON Y 1• YM. MI1tL 1 { 1 (_ - , ION 91¢r l� I lai r- - -- 1 + I QLAW a I �•J I F---5L7wvmm i 1 m fMfi. ,...t, ...0 t• Nn. I -7� t' - ; i N... _. 1 1 1 i 70 aAffi 1 V8 d i 1 d---aawalloN N 1 I ' , • .. ;' 1 - I 10 OI/aS. 1 e i • �"- ro'Louu. I ..Q p �• I oM«w ►Dung file I �, ® r ' • 1 , { �� i V2 wss. °r i TO GLASS. • r_ 0 0p1p�7 , p 1j !� CONCRMw°rtaa, ._® COII [ SMI Jt I \ ! a¢ �; I COK _ j ._ -/C y 1 + : t. __ _ , _-_-. • low M F • . of 1 WFLp�� ��4y� ` • IIEONMED. �I s1/►Oc MO181WD. teLLMII ._. ._._S.._-1 tp, '. I `/Y-'`'Ta rY •wi. F 1 , \ -- .1 `— oNn I 4 i { , , ( 9Y /% , 1 y1 �i I I ? ��M I ,I II ♦ • TAPMN 1. I sh TMOON I1s0u1Wa I : I f 4h 1MC011 rNa" 'i • ,M 1 oa 2•N• WOAD _ y I I S } 1/4h ►odlu d 9JA___� 4 I - 1 , 1 1 1/4h FA,6M47C PLUa.._.__. I - LOW - �- o { PLAT[ MOOR cu CL • 18 1/8. O.C. AMCIIOR (KYOND) 4 ,,- I .L +I[OOAiD i ll �� 0 r O.0 0 r O.C. 0 0' OTC. AUfE. ' I' `1 sTAD6dAEo W/ snlo ' aAaKnm W/ snLo IWblArxo 1 .-i/_ __ j -1 I) /,Y .ANRAMIE PWf i 99 1 "d; ••.1 A14DYIOItIMOC D.C. I t ANCNORP 00 is TlIr D.C.R 0 I I I , Y1000 f I W WOOD; ; ;-)IMJ1011 . 11 1n• O.C. IIIALL sl _.J_! tt • M�W1MN80'aMAaOWMW6O�Me6t NN;I m"Im a 7NCM6 fM KoIAKO -' S IKIXMKD .... J ' I i ( ( ■ dd� V AW saOLtmOM TM[ SNNL FOAL ERDO LKa WL7lLNg YIIOoO now M aamu 6r ,la moon MalO W Nat sw oF'OWIM III K IN &RE pis m M6110to VACM OKM1a OKIO 9110 S WL M K 0 � INIIMM Lab n•M NO AM VPMN emum Me 2NO1 MADW IY ILO : ON TlwW6 iMM" �P A. 7j� yn�a.,r'r �yy LyA�yy� 31t ,10 t+at AtWtWa - ' ~ � •• FN l 7ML03/0-1 ��A. TII'., 5oME 3n•+• � LaIt1N1L 4Me01 WMaf• ay 3 3 . FLDRIDA BLMLDINO CODE Hen h WI Nwt'laana 2:o" '• • EN •. f FLONDA BUILDING CODE Men V NurrleolN Zone 44167 FTAKDA B(RLMNG CODE Non h V NuI•rlsaM Zen6 •� Awl.aam oarw a,r W a 31n * * ,: * 24 (LADE GALVANREO STEEL am MTEL ee6M � ? . A14167 24 GAGE OALVAM SREEL STORY Pmm 24 GAGE OALVNM STEEL STORY PANEL •twNMar arr,•t. •I) 3 3 OIOfO R1Wq ItC. FJ, L'� Of0F0 lIO.00. 0IC rA. aetw AIOW PO, rA 1. IWALLOION ARE ONLY VALID FOR A.S.D. DESIGN :.k 0°"ef °M 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS,D. � OF INMrN aF. Z asaK SATE KJt7nMe PRESSURE RATaMS .•. AND PANEL LENGTHS As 'k * PROTECTION 0t/9n0e ) FLOR a/nnaw ,_ ,lit.'..._.---__....__ _.�... �ii `•. �ORIO r �L ECOC«a. PROTECTxiN PROO�CTS. U. yn: LENGTHS PER 01WIX114 F51tF f tL� gyp• . CLOUL PER EUVATON ON �ELi 1L STATE _._._.__� IL ECO1Na. �• uc aK -- IL ECOe«e. PROTECTION PRODUCTS, uc. u,Na u, 2. FOR NEW MOOD MW,E CONSTRUCTION: WOOD 13NA6 / oWl� IL /a Z 4c AM Le. •I OW OW a. 1, ..• eW ,W at Waetr 2. FOR H411' WOOD FRAME CONSTRUCTMN: WOOD '••. S! •...•• E b J FiORIo•, •1•vi�� Nq r *1Lr. n. wl. „�•M' new OM)1M-»r WAN ( N)MI-S et r -' ,•w ONAL IY„ eyq,'" w., -NM r,ewOMMeJ-1M6.AIDMa/NF0.01, 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ EPECIF'IC Dit•• ,4,,,!�,E•�,r�.,r, ,e, Hglw h6,NM-,aKM,N (w.>we-an/ 20-175 MEMBERS TO BE SOUTHERN PINE Ro 2. W/ SF'Et2iIC /NFWM 1..., r.: 20-175 . r Ft.:•.Iw DENSW OF 0.55 OR COUK. ••.�+, ar•0,ar .•.F. N,war4.. _._ e..oaM7N oe6wW "" S•••„•„ u-MM7n sleF•a "" DENSRtf OF O.SS OR EOUY.. a•aw7N w IWNMFI61M 3, --- ►3. a*•/fe4•wJalr ,A6 A Jr. of Mat 14 a1 n n A k t NIKI N M w 12' A It a m N a to J a SHEET N0. SH 1,41 EZi/18• czT W/18 ,F,,,,M 1WMM at ! AL100MTV4 all ON SHEET IS)'.__._._.-- WWII- ARVI � MN .; - TCKE Moth 2) -0.4 r (P000m D OF EIA - ill_I_l._1.1,.1..�_1111Lf1_l(_1111_Ll_l__�.I.1_!1�_1� l.l_.LI.11I11.��1II:I.1 I �^ '�-i"TT:"T OF 'L' 1(END MWL)� (REIERIOR PANED �INIER OR PANEL) (INTERIOR PANEL) 'ENO PANEL) Lam' SEE NOTES 7 . 3, 4 I I SEE NOTES 2 3.4 a, ter I A,i # i # ' # I _ ' # i a PNIFS IF.0 p...f U OVERLAP PPU - - - - - - ..l . 1- - . _L.ai L1. 1A LJ ) J_L JJ_LLJJILLJJ_LZ'..JJILLJ �L1J111JJ_LLJJJ_L1.JJ -(__ _.__ sa or V NOK 4 - �± I' MINN. ' ��� ;��.. II���f�� Y M.Y. L. rn. 110'fE I_L1"'v[7 rn 3 ,• I/M. 1 ANCNORY (9EE SEt,KNN QI ! ALTERNATIVE arid ON SHEEN la)..`......___-_ EZ11/18, EZ1 W/16 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL x SYSTEM (t) AP SECTION A -A ,,ll" NIX SCALE: 3/32"IN I • _a4''IF.A..,: _. 4m ENGINEERING EIA101NEERINO EXPRESBe PRODUCT EVALUATION REPORT Sep wrlber 16. 2020 AWIcadon Number: 17800.1- R2 FKProlsetNumber 2"1543 Product Manufacturer AN American Shupsro and Glass fa Mamdurer A dron: 1540 Donna Rood MW PaM18asch. FL 33400 Product Name S Desalp6on: 24po ea venized 81a0151orm Panab Large Waste Inspect Resistant Scope of "Uadw: Tft Product Evafa *M Rapori b tNeNg ballad M aHxXrrdartca wtd to rpuromalb M Y1s FlorMe Dapamnent o(Saxonoas and PldeestonN Rapllblen (fbtldo BdfdNg CemllfaMorQ Rub Chapter 6102".WS. F.A.C., for statewide oaosplenco Per Mob 1(d). The product rrbd above hes been lasted wAAar evalwood as sumnerbl d hersin to show corlplarws wall Me MEMO Building Code Bavve Edlbn (2020) and Is. to IRA pL r Intended, at teed equlvobrt b that raqu irw by Iha Codo. R"vWuMon of more Product 00 be required foaowMp portword Florida Suildim Code m°dMwtl°rr or reAOWO. SubstanO Wng DM: PnODLICTIEVALUAIMDOCLMLVM EX drawhq N2Q8/613 tltld'34pa OaNatasd 81ear titorm Paneb (HVHZ i NtItrMIH2)', ahsNTta 13, prepared by Eri pnee ft Exprw, signed 3 saabd by Frank 9oarnb. P.E. Is an Oftral pert of this EvAso8on Report. Untfonis dmk sbuctuM perbrmance has been bated In scoordona With TAB 202 Met stndeMs pa bd repw*) SIV AS0-,7-001 by Bkc* Mw Testing, Inc. Lope nwlls lard naI - ca Imd cydc boding porlormence hoe been tasted M acaeMenoe wh ?AS 201 and TAB 203 test aboWrds pa bet r Ww*) aBT-"G-l7401 by Bbdwator TOWN. Me. Structural wWgwft catIlmtollons ft" boon prepered which evalREW tit product baled an compara6w andTNr natant alleysb to geegy Ile bN°WIIIB tiasiptn tlribns: 1. Mailmum ANOWSW Spar 2, Minimum ANowWs Spwe 3 Maunwm Glass Separation 4. AndMw 8odrg 160 SW 12- AVEN4I9 SUITE 106, 0a14FIALD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TlAMO ENGIN/ENINrtEXPRISS. CON 6osINE5RINGEXIe1sS.00M • FIST PANEL(3) TO SE INSTALLED AT EACH OPENING SHALL ALWAYS IW PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION R INTENIDED TO BE INSTALLED FROM INSIDE DF STRUCTURE. NOTES (1) Cg -f1F�Cen� TRACKS TO-Z HANG P t SYSTEM PANEL BOTTOM TOM (2), END PANELS SHALL ALW/1y,5 EIE CORRECTED TO BOTTOM TRACK OTHERWISE A STOP BIIR (Y7 SHNL 8 PROVIDED AT TOP OF SUCH PAWJ S. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, COPWECTKNN SMALL OOhW OF 1/4.0-20.3/4" M.S. W/ 7/8-04/32- WINC NUT OR I/4Y.3/4' Mtn- THUMBSCREW INTO TAPPED BOTTOM TRACK. LOChTgN Oi FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGE'S OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (f.e. A STOP BAR IS ONLY USED Al TOP AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM USING SPECS INDICATED ON NOTE 3() ABOVE. IN SUCH CASE, CONNECTION OF PAWLS TO BOTTOM TRiSCK WT OCCUR AT All PANEL LOCATION. t INSTALLATIONS ONLY VALA FOR YANG SPEED UP TO 170 m.p.h. ENGINEERING Pape 2 of 2 NI American ShunDn and Glees - 248s Galvanized Sued Storm Panels 146 33% loorms In slowablo *bm ha been wad In the ditn of this product. Separation hill piazbg Is net fegWred for Ms dMftm DOW# of WNId zone 4 and ween0al bdOwp Impact Ra/stance: a qp Impnted MIS the hMaabl enfaado MYaP n ovi wnoed In p�ou* klfad teat roport(s), and is Wbld Load Resistance Thps product two been doet0ned to rash v" batls a• Indurated M do open schodub(s) an the rospoOve Product Evaluation Document 0,9, orablawft drowiro, Instaftoon Ttis (Noduct sM11 be Insbled M sbkt oompftnes weh Its respeolve Product EVabaBon Document 0.6, woneeMlp drawkw), alDrq wall al °°nlponmis noted 0Masb1. Product components shah to of One installer spelled M art product'srewolve Product ElretuDtlon Document 0.e. an rose ft dromkg). Umbnoons & COnd1gons o/ use: Use of this product sal be M Arid scoDMonco Will the rwp9dve Product Evotuabon Document 0.e wonseanp drswMp) as rlobd h"n. NI supporinB host ebudures shop be dN *WW to roold 09 suPwImposed bads and RISEN be of a rtrldd lined In fhls product's reopeeave Rnlwr actnrdub, Hat struck" candiftne ~ oro not aoeamtod for M this product's respective anchor adnedub sea W'dostned for on a sho4podlk boob by a rapbbrad probs0ond -alp-f. MI oompwlerds ►Arch we parmons" b"Woo tall be rNdbcbd am" aarrwlon. ODMa,llnati0n, and OWN) such demoye st elftwo. Tees product has been dos ood for we waNn and outrlde Ole H O Vobcay Hurricane Zone Respectfully. f,, 4 Yty Frank Bormardo, PE EN MM10 8 ExpaEBBe MP8004GS49ICon. Auth.9885 ISO SW 12+" AV5Ma5 SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4) 354.0660 1 (566) 396-9999 TEAHeEN6tNEEAINGEX►AESS•COM ENGINSaRiNGExpeass.COM e l�- Rw 'Awe =41E'1'A'0.1 . J+i `Gl C.'YILM.++.. VJ."a ,7 A'd6C1Y ,V; :se ? :.'C' Cwau ) ./ ..JL" Jk ..]A:. V:'.`rl«U•a4 ',r4iiV 1:L,q t , 1 ":IY•' > '. d,",a'.. -9NN! AF •y a.Ilo ^ Y �14 T, AY wn�lU �a (� O Yt 4 rat, M 4Y E:l L).'1 rho' Air. 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(HVHZ & NON-HVHZj SIR 'Clor, INI191111111 fill MAYBE AT TOPS OM 1 TYPICAL VERTICAL 'MOUNDT ELEVATION 1121 ALT F ReVATIYIN TOP MOUNT Loral .fie eNe�n"., \ r ISPA N AMA BOTTOM Ic RE D) _,---•-----055TIWCTID SE (LOCATION P Top MFATM (CORN TYPE L AS RL°Q'D) 60TTCM MOUNT [MK"-/ I -RAPE AS (tNG'D) (STMN,eI:UIW peSTRUCTION) PANELS PAY Be NOTCHED AS RIFLUME0, OPTIONAL" "-ZO 6TTI;CM PROV0,1:TCORN AND ANCHORS ARE IJt W'IDN 5ATYSP� BOLTS" 14=1-T9 MNI.WTS FASTOWD 0 ,D SPANS ANWE A SEIOVI OBSTMICTION, DO=LAp5YF9O5tNR (UDR APP-A97SPANTANLE) VERTICAL MOUNT ELEVATION 7(NOTCHED PANEL 1 N.T.S. kBIVATIC14 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL M►AMI16N FROM GLASS (HVHZ, WINO ZONE 4 a tSXN114 FACBIMS) OESF6N I ALLOWABLE INSIALLATIO UIM INSTALFAt10NSGREAIER SMNIImA.I I Mr5SUP,IPWI TNArISa AAOVE GRAOF SHAH M'A60Vt GRAIX •._.� /.70 170AM 6061. 6D6,n - 216 in 4/-SS 190OM I)6 RI.. _ .11a4S_O5 c.06n 7161 n IADOM, BALM 71dM ..... „. .. 10SLM sABN 7_1m ♦/6i 1 S3JM-- _ aliM 2.73 h, WIAN ,I HIzL)ULt NU I t5: L 9r M SPAN SLTHHDULIS WITH NEGATIVE DESIGN LOAD 6 PAW FAVORS. SPACING TO DETERMINE MAXIMUM ALLOWAat STORM PARR SPAN. SIDNOUL6 is ACCI9PTA" MR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DEMON LOAN, 2. 'FARES. FAS 11WRS' ARE STIES USED IN CCWUNCTION WITH ALL NOUNTLNO EXTRUSIONS (-r-TRACK. STUDDED AN", ETC). use 6,25- O,C. PANEL PASMISt SPACING TABLE VALUES MR ALL "M- AND'Ir'41IAOERa (INCWDING BUILD OUT CONDITIONS). L LINEAR INTERPOLATION sETWBEN LOADS IS ACCIPYABIE• OTHERWISE USE NW HIGHER WAG. GLASS SEPARATION NOTES: I ENTER SPAN Sl7RBDUE WITH POSITIVE O[b1GN LOAD TO DETERMINE MINIMUM ALtDMI W SEPARATION FROM THE OPENING TO ee PROTECTED I. SCJWDULE IS NI*mm TON 115E w" P05aTTVE LOADS ONLY INTERPOLATION KMIEEN LOADS IS AICCEPTAaLE, OTHERWISE 115E NEXT HIGHER LOAD. 3, FOR INSTALLATIONS OUTSIDE OF THE MVIQ AND OUTSIDE OF ESSENTIAL FACILTTTES IN ►6'TM WIND ZONK I THROUGH I, THE GLASS SEPARATION SCHEDULE i5 NOT "Wimp AND NO MItaMUM SEPARATION FnOM THE I FY VARY) ,1,. Nrl• L - tJ. �egRO YI� , MI•FK A.� _ _. T/POON R 0 121 O.C. HER NEW NIX Owl,' room 4 P TPPNCI CON AIOR i IY O.C. 2r.4' WOOD MAXIMUM ALLOWABLE " DESIGN PRESSURES:' AS NOTED IN 00IGN yDESIGN NOES: I SCHH)ULES 5E�' "TrVE DIWON PjtE9S nNeD wD HE 1q_q_EgF�gL B 1 IIIN AD US AN ,r�Pe�Sp RfU. fY !S LJSTEIY NEAEI M 1FFO0.D ANY AS GENERAL NOTES; VISIT BOAIX.161111rii3 PM �4•"YR: [ aM10•d A NIT- =Nilir .Ak<X •�Iih, �J-VI IE,� rpnpx..11�TP , r P >'t1tNA+t1Yl ta- MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) lip x TEA Tun VIVO FOA tYA681S " NAa PANTO.1lNOn1,S t1RM MDI7p A1W X•INRnaIN NwvP 4TIRa CIAoma*... •1gMSm CV` MIS) , 1.0 "WIAL 6O NA aTN k ] . tVI w NltMd1T TmTYaI eDLTa ANf S4FIt • dOTN wITA P ip (Yn 1 14E4 LS Y0. INWHN• Nwu1 tH TN.annwAe NN TOPweowtYDWPTi Fa •nA6 AR. eVNn•nN 0 a wmal ax Fn "s DmPAwFra1 M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING I .230" 0.0941 .ow" 22 ~t� -7 i;P lNi' N x 82S' :r 7a.0,094• ,d91I' 12a1°TYf$� $.; Imo as fi (•0, ,�1 �0�3 ,a9'4 N .C63 ,G94 I r, _ G Last' ta3DX oB2 s__ .3ja+J 1 �1 �! rD;Iis^ l,aD'D• P1 1' L47s ,�,_j K'01101 ,3. 9 .!¢�_"r 2S0v ..•4�('..2µ�0°wy�, +I'P'.ODG' �-- TYP .gp iL�ij]1�t P. .121" ti180" wL1, ImsA l'l'" MW- dJLsj1MA..DUT V H•AOeI l`J�_ .PAR ,61o60RF 1EJ-- "I, <W- also° MAX. a.1u' y i.S[ 1.460" ,3ti0" 51D p,255 I 0:I76'-•( D4 0.178"�11� °'0: .� • a 1 �?176g• ••fl 51 7 0.L79'Q376V ��-.{{rrDb59" r 654 °,0.2 1,DQT• LZ.5W'PANEL COVeN4G "L��pe"tiga�•,+, yr D•L .iar .. �.• D2S°^ DASD" �r 4.675'RARELIiT 111 6 U 'rI i6 r r F MO. FQ•�S' .lea' DTMo' r I TMDeD »�-�yE. 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CMI 23 TAP CAR 1"^ 41 40 3E 7a aN, na-.121y X' 3. " WV 1141111 0.1'. tzs* Its, 3 0 Sa.Y r jEtgE iL 12 S' MWI SEA' ca.3 1 a lac, sVI 1' L" 2. 12.9• 12V 1 .0 ' 18.0^>, 15.U. •all Ail PIRm N�RANUr q i Q' T•S" a,!' J�,'Y,1 • a1'1 .4^ 4. 4A4.7' ,0•", 4.r 0' xr 12.]• 4.r' •4. ANCHOR NOTES: I, ANO40R SOIE°ULEAPPLIES TO ALL PRODURa CERTIFIED H[RON,QQUT ONLY PROVIDES MAXVWM ALLOWABLE AIRM R SPICING. HAXTMUA AttOWAOIa SPANS AND PRESGUPES iNDKATED IN 6►9 ISLANULER UMM PLY. _ @R[RANQ101I SOi®LILf RAISEO ON MI'al FASTENER THAN CIR THE EXISTOVS STRUCTURE DISI IMt6R1µ, a ANCH011 TYP[. ySECT'0!$IGN LOAD GNlAT1Yt THAN Nx Ep1Al TO NLYLATY! DEItGN IA40 ON [MUTTER AND SaIECTSPAN GREATER TARN 00. EQUAL TO aNUrrE0. SPAN.Sd.LL4 (�ZNECr10N TYPE NIh9ED ON AI!DRDP�R21gkTE AIOUNTgA� CONMICN tNEE MDUNTIWG DETAILS ON :Zr 2 00R MENT%TA OP mt•YEU I2N TYPrcj. S. 'PANE) fABTENlRY MEaTL1D5 USFD1N f70M011NCT10N'MrT1 AsL MOI1NYtNG'eXTNUB)OFLS C'rTRACN; STUDDED AA*U ITC) IISE 6.2E"O.0 PAWL FABrINERSPA93 TAIL! 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ALL•POWTS SQLW-sw 4 BRA55 SWISHING• La. MAC INE'IKMSS W1ALL.HAVE 1/1Y WNMMAM ENGAGEMENT OF 1"00$ INTO THE•ASE ANCHOR AND MAY KNE l7TIlt+ 0. PAN HEAD TRNSS N�q, C1R W1IrTR MEND (SIOtAIALN poL'� U.PLO- l3. NIW UM H4NBCWEM ANp FDGE DIST�1(GE EXCWOC�6=o"1t0*10 f4L PINISFIE;. T4. f Ix�GNAT. ANCH°R.CDRgET "WRIbt ARS NOT AOCEPTAMZ YBFSI. Ls. 1]IREct MauNnNG F�rLDrrNms- 16. WNMRTMlRPORATIONS NOr PELMITTlD POR USE wIM THE ANGNOR S1245WLN3 W4'rBA4aN t••1 E If J N N s (n ja) L •ems+ U L N Q O .� V . �0•• V � C O 16_ O O E 0 .w 0 L CL CIO C= z z W J O -o r > W 41 a n O Lt R V Z C !V m>c IQ ,•a TO O_ 'O N O 101 67 Ou c Ol CD = Q Cr W cc t. .°' Gom C W o e rr • O c � EILE _? o L� o Cn ^�11i W WOMEN# U) CU Q O ER C0 CID LU = Q Z Z Q J a SHEET NO. SH 1.5