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HomeMy WebLinkAbout7070 Ripple Pond Lpr v+ a v- 0 Q 0 r` 0 I 0 0 J 0 0 0 u7 0 I r` rn LO O 1 N H v c� 0 .ci a 0 I 0 r` 0 J 0 0 0 L0 0 I L0 L0 0 I N v V 0 0 Q v+ c 0 Q N 0 i 0 a E F2 N QJ a c J h v LZ 0 V v c U i U a v :o 0 0 0 T7 No 0 0 [V cV O m0 m vCn RE C F"701VED SP 0 0 ZQZZ ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm, Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insui. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MWor MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr, Finished Floor PW or P.W. Pre -wire WWF Welded Were Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 02-15-13 1.0 PLAN RELEASE 02-15-13 1.1 ROOF PITCH CHANGE 12-18-13 1.2 ELEVATION RE —DESIGNED 12-28-17 2.0 2017 FBC CODE UPDATE 12-04-19 2.1 REV. PER PASCO CITY COMM. 03-17-20 2.2 REV. SHEATHING NOTE DTL. 1/16 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 3.1 ENGINEERING QCR (1787) (1666) (1666) 4 — UNIT TOWNHOMES LmENN/�R� 1666-1787 TOWN H 0 M ES (1787) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 1ST FLOOR DOWEL LAYOUT PLAN 4 2ND FLOOR DOWEL LAYOUT PLAN 5 1ST FLOOR PLAN 6 2ND FLOOR PLAN 7 1 ST FLOOR LAYOUT PLAN 8 2ND FLOOR LAYOUT PLAN 9 BUILDING ELEVATIONS 9:1 SIDE ELEVATIONS 10 INTERIOR ELEVATIONS 11 ROOF PLAN 11.1 ROOF PLAN 12 LOW ROOF & FRAMING PLAN 12.1 LOW ROOF & FRAMING PLAN 13 ROOF FRAMING PLAN 13.1 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 WALL SECTIONS/ DETAILS SS WALL SECTIONS/ DETAILS WP WATERPROOFING PA1.0-2 PRODUCT APPROVAL NUMBERS SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. a � L1 c7l C::�.C: " ) th. C t` fl3 "0 C U ¢AFL 0W m' $ g U 4 a,T - WZ To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. fll W �E 11- 0 m U _ CN 00 C ti M/ dj cNMc L� C: J W \ W J w ii a Z _ �' S o0 mNo WW 5 �°' m w 0 J Z Q M Z a LL 04 0N OU 0 Z L) WEl ❑ z N (7 o � z o � J N to Z a CZ .2 V! � 4 N O w C. �N carets �6 F- U w i 3 - ... O zip U o c to, N .4 o C 0w [M J z o z q L.L E zo }� Q E o� <- z® W � r— x OU �o 0 0U O Z Z N i 2 ~ ¢z ag WZ a? r4 - z .Y .m m� o O¢ Z Z � b <w cq iv ¢ S2 z Z g° W v o �E� � �z < =3 C9r J O cD a c ,o > c� 2 � m 0- c� L � 0�0 cO r— o O Q r Go � o vJ CD � mCD Q N N O CD CD Q M r ai m 1 L0 c o Z Z :3 w a)ca d E U Q Ca c JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. iM5'•1 E� � - ... ... .. . ..... r . .: m.. r.:_..... _ i I - - .. 1F...?LP(���rt(A1676� �'r�'„�.t#-. -� �. - ;� ' - yr .. ... - - � .. - NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F1.0 1'-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" V-O" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-611 x 3'-6" V-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-011 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-611 1'4' 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" 1'4' 6 #5 E.W. BOT, 42500 F6.0 6'-011 x 6'-011 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 I 1 - INDICATES SINGLE -STORY WALL FOUNDATION 1 ��� INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR 1/8" SAWCUT x 114 SLAB FIBERMESH REINF. SEE THICKNESS WHERE PLAN SHOWN ON FOUNDATION PLAN qv (W CONTROL JOINT DETAIL SCALE: 1 12"=1'-0" TYP. CORNER BAR PLAN DETAIL SCALE: 1 12"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 T --- 5" SECTION A -A L AI #5 CONT REINF, SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN FM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" Gi q1 0" iPT.v." MOW D71191W 1'-R" 01 6-8" 13'4" 3'-8" 164" _0,. ,_011 6. 1 51 All 31_8" �F 13'-4" 6 -811 VERIFY LOCATION OF A/C PAD PER 55 SITE COMP. COMP. VERIFY LOCATION F3.0 VERIFY LOCATION COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 D1 F2.5 D1 4" PVC CHASE �I OF A/C PAD PER L SITE S3M L OF A/C PAD PER S3M SITE 4" PVC CHASE F2.5 r� ---- I F2.5 I i j l 55 II11 0 o I I 55 III I L S3M I D1 II I 11 I I 1 1 M M 11 D1 II II I I 1 1 L S3M In]I(;� 101 I i� 11 II I S3M S3M 11 V 77 I III 0'-0" II I?I I III A S3M I IM I o W ,I II II III I I 11 II PROVIDE 1 PROVIDE 1 l III &-4 IID ®® I -- _ J04 I 1 I I I I I - � I 1 I I I II II RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S--Sd—I- SCOPE FOR WIDTH SCOPE FOR WIDTH - -_ f I I I I 1 I i10 � it it IN 4"� PROVIDE 1 1/2" o N A- PROVIDE 1/2" I 11 1 4" PVC I I II 4" PVC RECESS FOR SGD. S3M REFER TO MASON'S FOR WIDTH I I CHASE 11 I I II II Pw01 Q, I I CHASE I I it I I RECESS FOR SGD. S3M REFER TO MASON'S SCOPE FOR WIDTH SCOPE I I D1 SINK l 1 I SINK I I 55 T I I I o Q II 0 I I ----------- II-----------7 I O'_011� I10'_01' I V - QI - - - - -Q-?-- - ] PW01 t - I� a III III I 0 -------- --- i I 7- /-------5P-'-WD1-010 1 55 - -- - D1 I A I II II 5'-10" 14'-2" 14'-21 IIIII "1 11 II 16-116-14' 16-Ozl W. T-104 3'-10-41I I I 16-021 00 _ I II I SIN '4' 8'-7" I I 6'-o-' IT '-I II I I 6- II r=N NK 8 -7t, 1551411 2 CD S3M I S3MI 'll 1 7 10 1 _ I l 10'-1" 10' 1" i 7'-10" 2'-1 3J PROVIDE 1 5/8"x9" I RECESS FOR DOO I I I I - - - - r GG ----� S3M 11 II I ? I II I---- II II LO r I I I I - - - - GG I I I S3M PROVIDE 1 5/8"x9 RECESS FOR DOOR G �p -C V 011 r S3M J I I ( I 0 1 I 1I II'I 111 ' I I L I 1 0 I I J- 0 0® S3M 1 SLOPE I ELEV APPROX. 1-1/2" BELOW F.F. I W/C I I I I 0 0, � I I I I `r Ir I i W/C I 0� I I I I I SLOPE ELEV. APPROX.1-112" BELO F.F. ELEV CAN BE NO MORE THAN L -] PED I I 1 I I PED L -I ELEV. CAN BE NO MORE THAN 1-1/2" ELOW TOP OF EGRESS F3.0 K 1 K PROVIDE 1 5!8"x9" PROVIDE 1 5/8"x9" I I I SI K 1-1/2" BELOW TOP OF E RESS DOObTHRESHOLD. FIELD 111 VERI L 2' - M • I I I S3M N I 1 RECESS FOR DOOR. RECESS FOR DOOR. I w III I i N I I S3M 1 M DOOR THRESHOLD. I VIERIFY �� J _ed iv co -4" 4" � I I � -4 K iv N 1 7'-6" 7'-611 21 11 �' K D1 S3M T-2" 0, S3M 9'-1141 FM24 1(I 4" I 2'-64" 2'-64" FM24 I 4" Z-64" 2'-64' FM24 S3M 9'-114 FM 55 S3M D1 7_2" PED SINK I N 55 ELEV. APPROX.1-1/2" ELEV. APPROX.1.1/2" 55 I PW01 I o N PED I SINK iv D1 IM. W/ CUT TAN BELOW F.F. BELOW F.F. ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1-1/2" BELOWTOPOF THAN 1-1/2"BELOWTOP D1 F SIM. W/ CUT D1 iv I WIC N I LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. FIELD VERIFY FIELD VERIFY LK AT BAS I o �� a W/C 0 I h O J J cn `' PW01 `' b - —GJ- T °' c� - - D1 cv - -I- --El— D1 55 D1 I I o? a °P 5 a a � � a I 55 D1 SIM. W/CUT I OJ I SIM. W/CUT BLK AT BASE BLK AT BASE J J I I J J 7 S3M S3M �-//7J 711� �7" S3M S3M LI 7� L SYMMETRICA L S3M 3'-0" 8'-0" 2'-8" 2'-8" 8'-0,, 2-8" 0 2'-811 8'-0" 2'-8" 2'-8" 81_0.1 T-O" 64" 13'-8" 0 134" 6-811 6-8" 13'-4" 13'-8" 64" 1'-8" 20'-0" e 20'-0" 20'-0" 20'-0" 1'-81, (1666) (1787) N S3M 0 r FOUNDATION PLAN SCALE: 1 /4" = 1'-0" 3 - 0(.1 0- �L1 ccD'r. - W �> 4-0 _ (0 a U cc$ 'C7 ,�99aggS — SS i95i�l� •.. �L,AVA 54id qa��l r���,R� Z�OWN r •�,4��Bi.'�t V��tL.a� 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 beading Engineer's signature and seal. W a 0 E o M V O 6 S) O r 0D -, Irn m 9 n C LLLu J J 11.. ' EL ,^ V Z o m °� Ui v o W w 0 02r�O W LL (b Cp 4' m IP4 N z Z N O U v o W ❑ El Z N M o Z N z IR o � a V) N ['J z a v � o f6 w O w o wrs Imo- rn U w all L S I x _ U o N d] Q N CD r, o w M Cl) z o z g LJL E ou o E z0 oo wNc`710 >N ¢N Z® o¢�aZE U C ¢ U �m E zaz o<Um� o oaMz00Z 0O U a W U �o �z �3 �5 �O CD u< aOS OU 0 > C'7 ca 0�0 Co r Q 0 , ,,^Cr^ U vJ I � m 2CN 0 L0 I- ^ L C,4 O O Q M rn L0 U-) 0 Z M z :3 E N N co c c d E U 0 ai Q p JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 2 r v+ 3 S H a> v o- 0 .a r\ 0 I r� r` 0 0 J 0 0 ra WO Co r� LO LO O I N F- W v N 0 Q 0 I r` 0 O J O C, L0 Lo r\ Lo LO C) 1 N v cn O Q 0 H N O d E: F° E O S v N r7 0 U v O U .N U W �O U tl I Y / 0 0 U J N 0 LC N 0 (L CV cV CD m 0 r� c+v�a�er-rn:nn: (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'-0" O C) CL LL) C C'` CIO A LA r w O FL -to 00PPff SSI "Oft, ° Z' v e F " c� ���P�°�3�i�1 � � � e li y sa9���•�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E Q M U N N C77 0 0 0 7 D N fA rn�r-a # w C\113 Qj V Q C J LL W Z_ _ °' U) m b t O W @ "I11 LD 021- Z LO N Q J ILW 'o — d cow Z N O U U W ❑ \ t! M z NWv) O O � Q¢N � O \ Q Q d � N M Z W 0 o w 0 i6 w O w o N C ul � O�t�iY�1,6j� U) U � 7 m�,..... w � L— E 8 C CD 0 0 �® N I� O J z w MZ U- zo o QZCL C X U W p D U O cV a¢ ¢z o Ott W W L ¢z y m0 Oz h m Q W `G J fn N (� Fw oW fn ZZ go a 0 ¢a, a OF W <0 oLL S3 O c0 Q¢ W YO o 55 U C O t— tn >CY) _ca I— N CD F-- M L � n o^oto Co r O cfl c� (n o I� C.0 m CV N LO M CV O =• N O N LO O Z LiZ (A E C 0- N U J Q Q t J JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 3 3 S F— a> 0 r c/7 -'tom 0 .a a h 0 I r-) n 0 0 J 0 C--) co u7 0 I rn L0 O 1 N F- `v ca r0 n 0 I co rr 0 9 O O CO Ln O I r� Cr) LO P N (1787) (1666) SYMMETRICAL (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) 2ND FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = V-0" O i° O W L4 . c , a; N J L rj 1 �/•� VUe --�y,, V_ V..... #yJg >a4- "\0' , e� - N 4fJJ ;.i D To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W 'sr E O Q U N O p V N 6 � Co ti c? N M 7 u7 t # •/ �040a u- N O W cli co �Q J� Cu W a V �LLLL 5Lu a t mo w O: o (pN� W��pj°' m w LL Z MZ ¢ J Z N O U W 0 ❑ z N P) 0 00 Z W NN O Q Q �. J d � N C) N z ^ C , CD :J O W W 1 ' u uj U � ,0 W O y' (n I�QlY 1— U w E m 6 ., = o U N 482 4 i0 W M M 2 z o z z 4 JL L E oo < v Q O z® Dm I— ni g� w¢ op o� N L az wo 6 wZ ¢� =¢ ❑ O >' m � Oz z J U Nm <� z Q W �z Vj Z o � C'. LL N w W U a� xF J o J= w xF �o Co V' z�¢ o = C T w co i hi m m 0 F— o^o CO Q :3 p � 0" C.0 CID (///^, o O C.C) r v / CIO, Q � _ +, 0-40 LO N LO r r E c \ CD o Z m Z _ N N E 1 `co c° a U 0 Q p c JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 4 I 71 I I tl I N! Ir1111 -1 lfyvj TIN F- v 0 Q r� r` 0 I O 0 0 ra LO C I r` m LO LO N F- v v rn 0 co 0 I 0 J 0 C) S 0 I r` rn LO LO N F-- v o- 2 / 01 C Q 0 0 a E E LZ J 0 E O 0 UI 42 12. N 0 i U n_ Cn I i 0 9 LZ N 0 0 L Lo 0 o.. cV No Cy 0 Q m v 20' 6'-8" 1'-4" 5'-4" 3'4' - -n / {I I{ TYP. @ 55 REAR D1 0o 50 - - - - - - - I I DOOR LOCATION I I FOR OPTIONAL I I SCREENED LANAI LANAI I I 9'-4" CLG. II CONCRETE I I I I II 6'-0" II II I am INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) LOCATION R-VALUE /TYPE 00, EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 9'-4" TOP OF MASONRY WALL EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL �_ -9'-4" TOP OF MASONRY WALL WINDOW SCHEDULE (LANAI), W/ SHAFT LINER BOTTOM SIDE OF DECK NGBOVE TO R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE -2HOUR FIRE RATED SEPARATION WALL 12 20X26 18x25 S.H. -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM 00 13 20X3$ 187X377 S.H. SIDE OF DECKING 5o 14 20X50g 18 X50 S.H. -2HOUR FIRE RATED SEPARATION rWALL 15 20X63 18 X62 s•H•7 -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM 16 20X72 18X71 7 s.H. SIDE OF DECKING 11-12 271/4x26 26X25j S.H. 11-13 271/4X38 26x374 S.H. TYP. INTERIOR WALL 50 1 H4 27 } X 50 i 26 x 50 S.H. N BEARING WALL 11-15 27T1X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. DINING ___ ___ I DINING 22 374X26 36X251/2 S.H. D1 SINK DW DW SINK = I l r 1 I 23 37 J X 381 36 4 X 37 3/4 S.H. fn TILE CLG. TYP. I 0 I I �a I 9'4"CLG. LO TILE L---� O O I O O ---J TILE 24 374X50 36 X50 S.H. ------ L -__J L-_-_-J -- I N x 25 M -_---------------- 374X63 364X621/2 S.H. N 26 374X72 3671X711/2 S.H. 3-4-" 10'-11i 10'-1 �" 3'-4 " DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. a 5'-10' 4 4 5'-10" 4 8'-84„ 4'- 103" 2'-3,. 3'-91" _ 3'-91" 2'_3" 4'-10 89_p4n 0 0 32 54 X 26 52 4 X 25' S.H. N 17R 17R N 33 54 X 38 8 52 X 371 S.H. N =60 UP PW01 UP __________ -- N 34 54X50 524X50 S.H. _� -- -- -- -- 60 L------------- - ' --------- ----- ° - - - l - - - , -- -- 1 r D1 T i -- -- --- r- rn 35 54X63 524X62 S.H. I a� I TYP. I F071 80'-0" -0" 20'-0" J# 20'-0" 20'-0" 40, 13'4" 3-8" 154" -O" '-0" 154" S-8" 134" 6'-8" 10'-0" SY EI RIL � 10'-0" 34" II 5~'-4" � 1'4" TYP. @ REAR OMP.COMP. COMP. 55 j D D1 p \� (2) 39"x59" SH 0 / II II II � II I II I 0 (2) 39"x59" SH ------------------- -- ------ - - - - - - -- ---------- DOOR LOCATION DOOR LOCATION DOOR LOCATION I I FOR OPTIONAL FOR OPTIONAL FOR OPTIONAL I I LANAI SCREENED LANAI o T.O.M. 9'-4" o SCREENED LANAI LANAI SCREENED LANAI I I 9'4" CLG. m T.O.M.18'-8" co 9' 4"CLG. I I CONCRETE CONCRETE LANAI 01 11'-2" 8'-2" 8'-2" it1 V-2" I I O O I I 6080 S.G.D. 6080 S.G.D. CONCRETE II II II 6,_0„ e LIVING i---- ----- 4-SH M 4-SH ----- ---- i LIVING 00 cc 9'4" CLG. I REF REF I PWO1 9'4'CLG. o CARPET I 2668 2668 D1 CARPET O II B.F. B.F. 7'-334 3.-0,. g _o- 9,_04 , 3,-0„ 7'-334" TYP. Cl 0 z KITCHEN A DINING DINING Al KITCHEN z I N OI I < 9'4' CLG. A2 10 9'4' CLG. 9'4' CLG. 10 A2 9'-4" CLG. ¢dI cMv TILE 10 TILE _ TILE 10 TILE tY10 A3 N C' A3 PW01 I 10 00 O0 10 OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 OG SEE SN SHEET H0 SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 --_J -- -- -- -- -_ - 1 1 36 54X72 52JX71 j S.H. LIVING LIVING _ HEADER SCHEDULE 55 I SINK DW 9'-4" CLG. 9'-4" CLG. S3M - - -- GG pW SINK I 55 39X59 40 X 59 N/A S.H. 5 _ _ _ _ 83 CARPET CARPET - p1 S3M � - - - � 4068 o B1 DOUBLE 39X59 79 X 59 N/A S.H. MARK HEADER SIZE REMARKS C 0 4068 w - - - _ _ _ _ 01 I � KITCHEN I B.F. ___-- -- -- T r ----- B.F. � 10 B2 KITCHEN u 1 i0 AREA TABULATION (1666) H1 (2) - 2X6 #2 SYP W/ 1/2" Q 9'-4"CLG. a, - - - - T - -I z - - - - - - - _ 63 10 9'4' CLG. ¢ FLITCH PLATE TILE - - - - '� r` - - - - 10 TILE 15T FLOOR LIVING AREA 674 2 - 2X8 #2 SYP W/ 1 /2" o _ - - 2ND FLOOR LIVING AREA 992 H2 ( ) _' 00 -- -- -- -- ( _---- -- -- I LIVING TOTAL 1666 FLITCH PLATE ----- REF I � M i REF80 x -_ __ -- -- _____ x I H3 (2) - 2X 10 #2 SYP W/ 1/2" ENTRY L------- ----- -----j ENTRY GARAGE 264 FLITCH PLATE ---- ----- ----- ----- -- Y - - - - - - - - - Y 9'-4" CLG. FRONT ENTRY 98 H4 (2) - 2X12 #2 SYP W/ 1 /2" 9-4"CLG. W o CONCRETE LANAI 120 FLITCH PLATE CONCRETE o w _-__ ----- w LO Q _ _ - - in TOTAL AREA 2148 H1 H1 = _ _ - -- , 3„LulI AREA TABULATION (1787) H5 (2)- 1 3/4"x 11 1/4 LVL 50 !2' 6'-44" 4'-114" 2'-2z" _ _ 3' 2 3=�2 _ - 2'-22 4'-114 6'-44 2.0E Fb=2950 _ _ _ _ - _ _ _ _ N 1ST FLOOR LIVING AREA 759 (2) - 1 314" X 9 1/4" I I C FOYER rTN T.O.M 18'•8" _ _ _ _ J J `0`pG6, _ _ _ = TOM 18'-8" _ r O I I � 2ND FLOOR LIVING AREA 1028 H6 LVL 2.0E Fb=2950 I I I I I T.O.M 20' 0" - J J T.O.M 20'-0" I I I 0D FOYER 9'-4" CLG. CO ¢ I FOYER FOYER = Q _ _ _ = I I I I Co9'-4" CLG. 1 1 LIVING TOTAL 1787(2) - 1 3/4" X 16" I I I � � H7 I 13068 TILE °° 17R I `0�6' N 9'4"CLG. 9'-4"CLG. `� Dr°'b I ca 1 p TILE 3068 I I LVL 2.OE Fb=2950 iv I I 1' 0"3 0 c> UP I I I I°) X I 8 ih M ti x 0 I I I 1 -0' N GARAGE 265 �S8 N I TILE TILE I �+ �00 I I I I01 L# 3'-0" 1 1 FRONT ENTRY 12 A LANAI 67 H8 LVL 2.OE Fb 29 0 (3) 2 X 4 #2 SPF 3 1 (3) 2 X 4 #2 SPF TOTAL AREA 2131 Follow Q/S4. See Plan for STUDS w/ (3) 16d - a 6'-1a 2'-6" T-O" 7'-0" 2'-6" 6'-2" 3 -8' STUDS w/ (3) 16d I (2) - 2X4 #2 SYP W/ 1 /2" RAG Bearing Wall Call Out When ',-" W.H. - W.H. W,H. TOENAILS BASE T I = FLITCH PLATE 2668 TOENAILS @BASE W,H, @ ^-1 2668 I Straps are Required 1 B. co BUILDER TO O O � v r O O `' mot' B.F. I `r * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PROVIDE BUILD R TO BUILDER To BUILDER T I SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.O.M.20' 0" PROVkDE PROVIDE PA REQUIRED STUDS PROTECTION T.O.M.18.8" APPI 1xvNICE APPLIANCE o WHEN REQUIRED PROTECTION PROTECTION PROT o PER FBC WHEN REQUIRED 00 °° WHEN REQ IRED PROTECTI General notes m m WHEN REQUIRED B6 '-' ° B6 PER FBC M M PER FBC PER FBC 10 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, GARAGE c c GARAGE _ Provide 1/2' gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER 9'-4" CLG, GARAGE GARAGE 9'-4" CLG, � POWDER board for 24" o.C. Framing. Note 1/" sag -resistant gypsum board CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board 9,4, CLG. 9'-4" CLG. O 9'-4" CLG. 9'-4" CLG. TILE CONCRETE 3'-2" 3'-2" 3'-2" 3'-2" CONCRETE TILE must be installed on garage ceiling beneath habitable room(s). Ilk rT PW01 0 o PW01 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts a, D1 N N D1 0� penetrating the walls or ceilings separating the �- ENTRY ENTRY TYP. TYP. T dwelling from the garage shall be constructed of a minimum No. 26 APPLIED O 1H4-SH o 9' 4" CLG. 9' 4"CLG.00 --- 0 1H4SH O APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r - - - - - - ----------i r_ --------------t _ CONCRETE CONCRETE r-------- - _ -� r--------- -----� STONE II II II I I l I I STONE 0 or classl duct 4'-4" 2-04'-4" 01 board, or other approved material and shall have no openings into 40 I I I I I 1 I I the garage. I I I I I I I I I I I ! I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" I I I I I I I I solid wood door, solid or honeycomb steel door, or 20 minute fire f I I I 1 I I I I rated door. I I I I PW0I I I I I TYP. @ K I I I D1 I I I K TYP. @ I 4. R302.7 Any accessible space under a stairway shall be protected ! GARAGE I I I I I I GARAGE with 1/2" gypsum I JAMBS S4 I I I TYP. I I I S4 JAMBS 1, board. T.O.M. 18'-8" 9'-4" CLG - - _ - - I I I I _ _ _ - - 4" CLG. T.O.M. 18'-8 - 1------- ---�--------- •� T.O.M.8'-8' _ r,CZGI----- I I I -__--- I I I Y �� T.O.M.8'-8" o ---------- - --- 0 5. All doors and windows providing direct access from the home to the N _____ _____ ________ ________ _____ ____�____ _____ N 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. 1 8070 H. O SYM 1 RICAL O 8070 R I 8070 O.H. exit alarm shall produce a continuous audible warning II 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 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" „ 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" S-O" acceptable. 10 4„ 411 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 201-0" 20'-0" 201-0" 20'-0" 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 00 $O,-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 1787l (1666) (1666) 1787) protected by not less than 1/2 inch (12.7mm) gypsum board or /( equivalent. `J \ 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: A"=V-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass $so O , t; CL xa:1 MLl.f i < r `1 ` r � oor a r r0 aj � O r y e sa SS, 'o" 4ii��1€e°oC6 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 M a o N 's C " C.00 °' N N r 9in1.0 F103 Q C J w J LL LL d Z -2 a m `r o y 0 W-�O'� m w LO N Z Q Z co Z N OU 00 W ❑ ❑ Z N ch o g z � � Q a r M N Z � LU OW g to c �ln � U W J !- - E U o m W Y N ti c w co a� Z 52 } N z© N t- XU ¢ 0U Za ON w 0 <o O < W Z m U.) �Y U m� o ULL z Z h O d W W t ¢m FS �z zo U a W Z ¢Y a'� cl� ¢ O a `t zl< � -3 C o T �M = ai m H N M 00 Q O c (%C o Q _ CV E-- N LO N O 0 O Q M � LO E E c LO ° Z z iii E c a E U 0 -0 p .a) JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 5 -, " ru_,�... ■ mm�ve�na�ua ��r�n si,r"i�nwwto r��nniei�eawen+ear� i, 5 i r ' 1 ry�glg}Dlpl�I I 4Afi I�I�I III 11 I'Irl LI 1 ?I} ! IF ' half I fl l��tll11 qG 1,f11�� e. � II I I {i rpWl`Il''Ip IIt�I �'I .t��igtPq"PI'I� P 3 0 rn h 0 I 0 J S LO LO I LO LO 0 I N a/ C v cn Q t'r] 0 I CD CD Ln 0 I c" LO 0 I S FD Cr 0 c 3 C Q 0 i d E E O S 0 v �y = U C v i Of i i i 0 0 9 v T. N 0 t. N 0 5 a N rn v a a m m 0 cn I. 20r-011 20'-011 20'-011 20'-0" 1 16'-4" TYP. SY1&, '1& TYP. SYIVIIVIt I HIUAL (1787) (1666) (1666) (1787) 2nd FLOOR PLAN SCALE: A"=V-0" INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED WINDOW SCHEDULE SIZE 12 13 14 15 16 1H2 1H3 1H4 1H5 1H6 22 23 _ 24 25 26 DOUBLE 2 WIDE R.O. CMU (Flange) 20 X 26 20X38g 20X50g 20X63 20 X 72 27 1/4 X 26 271/4X38j 274X501 274X63 274X72 37JX26 371X38g 37jX50j 37jX63 374X72 75" TALL R.O. FRAME (Fin) 18JX254 184X374q 1817X50 184X621 184X714 26X25j 26x373 26 x 50 26 X 62 1/2 26 X 71 1/2 36 j X 25 1/2 36 4 X 37 3/4 364X50 36 4 X 62 1/2 36 j X 71 1/2 73 4 WIDE 32 54 X 26 52 j X 254 33 54 X 38 j 52 j X 37 j 34 54 X 50 i 52 4 X 50 35 54 X 63 5211 X 62 36 54 X 72 52 J X 71 j 39X59 40 X 59 N/A DOUBLE 39X59 79 X 59 N/A AREA TABULATION (1666) 1STFLOOR 2ND FLOOR LIVING AREA LIVING TOTAL WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL J -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION TYPE WALL S.H.-18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM S.H. SIDE OF DECKING S.H. * , 2HOUR FIRE RATED SEPARATION WALL ALL -20'-0" TOP OF MASONRY WALL, W/ S.H, SHAFT LINER ABOVE TO BOTTOM S.H. SIDE OF DECKING S.H. TYP. INTERIOR WALL S.H. S.H. I==BEARING WALL S.H. S.H. S.H. S.H. S.H. S.H. S.H. F GARAGE 264 FRONT ENTRY 98 LANAI 120 TOTAL AREA 2148 FLOOR TABULATION (1787) 1ST759 2ND FLOOR LIVING AREA 1028 LIVING TOTAL 1787 GARAGE FRONT ENTRY LANAI 1 OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 O +28.3 / -30.8 +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 (�G SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 114" LVL 2.OE Fb=2950 TOTAL AREA 2131 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing. Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide'Y2' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note''/2" 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 BELOW2ND 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 ,t � C) o S. A LLI L i 4' 0".0 a. lot s, i is r ;. < `aRr W.yy_.yANK C E Po i �.z ✓�ff s t '5Y6'St�1'i��' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E CO,M U N p Cq o m 4 ' 0 � N - n / 04 0 2 LL N s J C J LL CILWoft V 13,\ $� w JLLu' R Z -crn a r mo z 'g 7'W N G �2O�j6' W Z m w M 0 Q J N OU 0 W CIE] M Z N M o z m � o � � V I V)(Dra N M v � o LL w LU p a U 0,1,E r ) y I V) r_- N � r-- cn U LU J U 0 °� m ez U' N to cis ti C:) C,0 w Cl) �¢ o Z z � LL aE o� 8 :E 00 o a� w� 0< wz GV IT i o ¢ ❑ m (p G Z o zF Z w c/3 <WZ o w Q� o< LL a N F W o ~ r� yLL wF �o njo O d zl4 a= oU r > (� m I--- co Ir` o^O Co r o Q CD C 0 1� co Q CN LO 1-- N � O O ::D Q 00 rn LO ai E = o z Z N m a E U p c � JOB NO : 22-05600-05597 SCALE : AS NOTED SHEET NO. 6 WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -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/ 20'-0" 20'.0" 20'.0" 20'-0" 10 SHAFT LINER ABOVE TO BOTTOM 01 SIDE OF DECKING -2HOUR FIRE RATED SEPARATION SYMME rRICAL WALL- -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM // u • u u . u SIDE OF DECKING II I u �1 I u ___________________ _ ___JI ___________-___ ___L TYP. INTERIOR WALL LANAI i LANAI BEARING WALL II II LANAI LANAI FILLED CELL LEGEND II CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM II II II II II----- _____ LIVING I I LIVING i FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) REF REF I II ( ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) Q Z KITCHEN DINING DINING KITCHEN z i I DINING SINK DW DW SINK DINING r L-_- ML J===J L===J ---------------- - - - - - ------------------- ----- _ LIVING LIVING — — ----- SI K DW --_-- D INK z TCKITCHEN ----- KITCHEN Z�I ----- -----a ur) REF ----- ----- REF ENTR L-------- ----- ---- ---------� ENTRY 7 FOYER I I I I ---- --u— I I I I FOYER i 1 ---- i FOYER FOYER I I I o I I o I I I I I I i W.H. W.H. I o O O I I GARAGE [:7 GARAGE o POWDER GARAGE GARAGE POWDER Cf ENTRY ENTRY ----------------------------------------- --------------- ---------------- ILI- r.� —i r— - -^i r---- —i I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 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 1 I I I I I I I I I I I I I I I I ________________J-.______________--L___ II I I ------------ ------------- II I I I --------------- ISYM I TRICAL 20'-0" 20'-0" 20'-0" 20'-0" 80'-0" (1787) (1666) (1666) (1787) 1st FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" o exec g, :•�� ;- _ 3 V �tt / a. , 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 Cade - 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. MW W 11- W a 0 E 8 O W iU N o ii: Ei N to N O Q NO ik Py = w LL LL w a Z -a a 42 O W O Ulm m w Z ILALLO 0 ,� N z a J N Z O U WCD Z N cn O O O Z ¢¢N z O Q Q v J — Q E3 mv) M z .2 VJ _o N w Q a m U O� l/1co W = .s U "J Irk J - E — 8 L S z1'... oak =O N 0 N e I� o C.p w C10 C7 u o Z � LJL iZ E E z® o0 O 00 o� O N L a� °z < ¢o a z rZ W C C -W U o Z. Z F Z J m a ° Q Z. z U) 3 0 z dz m w W C) �d 0 0� r k CZ N O a v zIa � 3 c o �— In >M N 0 V ~ � M ao O � CID o O C�o V / m Q C"4 H LO CN O O Q 00 M L0 N E U) O Z m z = E r rri a n E U m Q p JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 7 . .' •.:.'�•,.$-• .� e;a ��ni. am uwe 9l uR�A®'�flRER"IR,is. _ - �i_ a�� 1�1 •I I lIR� 7q � _ ! �! _-��II 1.19 �11 F1 � v c- cn 0 r� Q cfl 0 I r 0 J 0 0 to Lo 0 1 t� LO LO I N Q n O I 0 0 LO I n LO O ^I C Q N N d E Fo— E O L O N J N CJ I.L. Z U 0 O U U N �O 0_ U 9 R i N C' Y / 0 a 0 LZ rn O O d CV cV O w: 0 Q m cn c EIC Lt 80'.0" (MM TRIC, (1787) (1666) J�. (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" s ' Z5 F _ *'>a. 0 r` ' a� F'' ".'" ..-..! 4.3 K C?I tit 6 G�\ � ESE ��$iSufiii 6fRiY To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W �E O 1( 8 I4 V 6 N . c9 �0 N QejM V LL C 1 LL In -j w LL LL M Z r O 0 p z 13 Y 99t BOG W ��O_jO' Co w LL Z - N Z Q �r LLW N OU U O z 00 CD rMi z N M O o z N < N I z O uJ V O OraV w @ L...J W �O L.0 p r �V) F- _ �t W C W N !-+ J E y m3.y s S 4 ) c o oo� o t r`- O M M J m w § -j LL. E ai c= OV �o > � ?© o d = Xo U aO O O N a< WZ o ao `t �z r L_ rQ z Y U m O z z Cn N wm aw N a�i � Q �w o� LL zz go a (� W oz �z =� >° o w< ¢ zIa OU C O W > N N N CL CIO C> o^O Co r Q 0 ' C,fl o m r Q � a--' N H N Ln N C) O � T a> E +� LO C in 0 03 z 7 E 1 N C C d U -1 Q p JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 8 __ _ - _ _ _ ___ __ _ _ �, `' w I1 �ln�W 6�1�Y III 1 111I➢ - 4ISl311 �1WLilles-_.._,.Akil -._ ,:f1 Xi:.ILA+.._.,:__:IL1hL.1168 LLLrdlNiflt.,i. oY6s,i�,Y1M111.IiWi1.,.1d.:_,:.,I.�.hLl..���r/l��ll.ail..uli�:�:n:il,,l�lll��ll�ll1�1111����l�ll�l���I�Illl�e�e•�li.' IIIII��W1�4�II�IWii1PoA. �E�ll�l�.t_#,,:i...4 I.y:mrN� --- f2"PAD^ 12 5L,� I z I 6" REVEAL HARDI-BRD. SIDING BANDING 7', 6" BANDING ! 75 12 Q5 6" REVEAL HARD[-BRD. SIDING --------------- 16" BANDING iV 16" BANDING CV -- — —— —METAL ROOF --- I5 +1" PAD I +1" PAD - - - - - - - - -- - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - -------------------- I RMI — t: j - � -IIIIIIIIII IIIIIIIIII � = � _IIIIIIIIII Illlilllll ` _ � ��� ��� ��� -IIIIIIIIII IIIIIIIIII , � = � .IIIIII °i1' IIIlilllllllllllllll �� 11111111111111111111 ; �I I�) ItI ICI;; 1111111111 IIIIIIIIII IIIIII ■� I li I _ _ — _ li II •e�,�-1 Illlllllli `IIIIIIIII, IIIIIIIIII �IIIIIiIII III 11� 1i) I�) IIIIIIIIII �IIIIIIIIL IIIIII ,M!l ! I!I!IIIII!.IIIIIIIlII i i !�!!� tl!II>! � ,� .. .I IIIIIIIIII IIIIIIIIII i ;IIIIII (1787) 12 5� T ------------------- TEXTURE FINISH 12 —---- --- —^ a 16" BAND Mn in H (1787) OFF RIDGE — VENTS, TYP. SIMILAR (1666) SHINGLES -------------- I i I TEXTURE FINISH I (1666) F2 SIMILAR (1666) ZZ714 OFF RIDGE VENTS, TYP. —M III1111111 s rail,i 'EE (1787) HEEL T_O_P HDR. FRONT ELEVATION SCALE: 3/16"=V-0" 12 !;�5 2 39"x59" SH I 2 39"x59" SH y 12 1 B 7 -- _ F.FL. SHINGLES +1" PAD CLG. HGT. D 16" BAND 2-6" F00 o iT I I -- —�— ---------- ------ ------------------------------- — -- ------ F.FL.vr (1666) (1787) REAR ELEVATION SCALE: 3/16"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framin members. C g Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C) cl °d . Q-, t s >, a r C? �>0.4-W °E <c Nil ;I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W d E 0 a 04 6 N _ m LL @co V' Q O _J w ccLL a w r a C O a' O MN� W ��pj°� m w z -L0 MZ Z N OU W ❑ Z N M o co Q o Q a � N M W V o 4-1 �rn W F 0 w o ws U W U ) N o co w CO co ti o Z LL- Z O N 000 wZ Z© 0� M E� = X UO 0O Z o E N L a¢ ao <o OW az �W ra _ C 0Y m� O O ca� J{ a `° � w Z Z to I p� a Q N W W �0 yw =� Jc ;o O tl zI< aIM Oo 3 2 T-- > M-17 rn cm ca Q ~ � M I� 0�0 Co r o 0 t T CT '^ Lfl ^ J O O r v / m11 Q � +J N f— N Ln O � O O Ch M LO r r a� E t I) += o Z t6 Z N Ecc N a. E U -1 Q p JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 9 v ;v v v- V) cn ti 0 I 0 J 0 o to 0 r; L0 0 I v C En 0 0 I 0 0 to O Co L0 0 I n Q1 L0 C) O I v cn 0 rn 0 QN `V 0 i d E 0 x 0 v c N O U v C) i 'o i U a L !r 03 h Y C 0 •U J N 5i 0 O d CV CV O u7 0 i m 0 12 5� 12 �5 --- --------------------------------------------------------------------------------- TEXTURED FINISH 1 H3-SH 7.9„ ------------------------------------------------------------- +1"PAD +1"PAD --- A HEEL - T.O.P. ------------ HDR. O - 60 O 12 7� F.FL. ----- CLG. HGT. _ __-______ BRG. AT GARAGE_ F 2'-2„ b� ? o co 00 F.FL. [_] 2) 39"x59" SH TEXTURED FINISH----------------- ----------- �----------------- ---- (1787) (1787) ---16" BAND---- F4/9.2 12 �5 --------------r ------------------ r\ TEXTURED FINISH GmmorA HEEL ------------ T.O. HDR p------------ co 60 12 �7 CLG.HGT _BRG_AT GARAGE !Z-2" 5 b oo rn bo -------------- F.FL LEFT ELEVATION SCALE: 3/16"=1'-0" I111111111t---- RIGHT ELEVATION SCALE: 3/16"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 0 0- F; 1 i n Z2- S2 L.. 3�.. s r 4Ow S �• J M til O ry4 s (, "? O F S`O; �a �� E S °< tIIIIII19}\��'0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, N W d E a 8 O N 0 V N m U n O j CO N N Iro- N v) N O0 25 LL M LL LL 2 LL W 5 —ern o- 5 c fan r a 9 o 0' 5 e3 N � O �c C rn ix W Z uo Cl)� Z d LLW 05 a N O 6 00 Z 0 co W El❑ U � z N th O � o z m z o Q J — r M Ln '�'^^ a V O W U g O w o V) c w U w m I- J E L 3 z�i " U o `) o co CID vo zC gy o z� oQ 0ffi ®=z aLJFL o ¢' QODU�o on CI CIL opx- a O C o N t <z o ¢ WW ¢� Wm z o ZGznN mzoo oW wai LL W, - o < �o ozla V ¢ 0 3 c ,o r >co i� 6 cm cc �� ~ M r� 00 CO �� O O Q III cn C- O m O Q CV LO � 0 Q M rn O LO (D E r U-) c o Z CU z 7 M E m t6 D E U J Q ❑ c J JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 9.1 a v- v� 0 Q� co 0 I M 0 J 0 0 L0 0 I n L0 L0 C) N v iCr O Q r 0 I co o_p J O cc LO O n rn L0 I N r� co u 0 214 2" f JV I I PNS0I� oox yf n 2• VARIES NOTE: • W =1/2 OPENING DIM. • INSTALL OVER STONE, TYP, • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED TR r, r v� 31 4p I \ r 2° i V ,C I 1787_ III I I I 1666. +2u +2rr NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH V I I `• TR I I I PLUMBING RISER. SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER T m FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW T��: SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW > f .S. � T f"• :0 . '>a402w CV C14 0 CV M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn W11- a_ E 0 0 � �,_ n 3 LL7 � so C ti N a M V # Li = J It; w co L.LLL d n Z m L @ 9O Y' W��pjO' 7co 1- Z m w u) c') Z Q N O U o Z W V M Q N M O 0 Z o Q Q J M I ^ W 41 0 k i/-}'-�1 Lu O V) W o c N ly Elf 1— _J E t c� 01 _ � ai ,O U o y m co z z z UL zo >� oLL z® ` ¢� Uo �O � z O N ¢¢ o z ¢o ¢ OZ a w� L cp o z o m o z __ � y O Q W cn oa Z go a o IF"o w¢ OU3 V z¢ c o T >M = a; CM L � n o^O CO r O Q =3 O � U) o co In +, N N LO N O .� N (=> Q M rn LO E c o Z m Z N N R a E 0 -1 a o JOB NO : 22-05600-05597 SCALE : AS NOTED SHEET NO. 9.2 �. _:� :. �.=--�--, �;, .;,; G � ,Y ; :►dl�',tmlu�.���t�IIIfWII�IVW'WIIIYIVII�N�II�iIIII1�I�III���fIIV�V�V�fI�i�G�l�l�>��i:;.. 0 T El Q O MIRROR MIRROR o ®� o o OO r r c IM c f~J1 Z o _ HOOD c� N _ T o 42" BAR TOP 0 0 a� CD a o ) -r', 00 0, 00 �, N N ON 60 0 0 o DW o 0 c� o c� VERIFY = RANGE LJ W/ PLAN 01 `CJ `CJ 3 1 -i TYP. ARCH DETAIL BATH #2 OWNER'S BATH KITCHEN KITCHEN KITCHEN O SCALE: 1/4" =V-0" °� 4 0 "O (1666)INTERIOR �- W SCALE: 114" =V-0" N N O N 71 Stairway construction and handrail to conform to the FBC Residential a' section R311.7 DRYWALL cs Riser height: The maximum riser height shall be 7 3/4". The greatest riser height within 1 1/2" MIN. CLEARANCE any flight of stairs shall not exceed the smallest by more than 318 inch. MIRROR MIRROR MIRROR o o - Tread depth. M M ED dD The minimum tread depth shall be 10". The greatest tread depth within any Z;) j� //%j� _ HOOD flight of stairs shall not exceed the smallest by more than 3/8 inch. _ _ 1 d- ED o� _ o 0 0 0 42" BAR TOP 1/4" TO 2" DIA HANDRAIL Handrails. 00 00 o cN N COOK TOP 1 1 1 LESS THAN HA34" NOR Handrails shall be provided on at least one side of each continuous run of *- - MORE THAN 38" ABV. TREAD treads or flight with four or more risers. Handrail height, measured ®� o ®®® rr� I ®®0 O vertically from the sloped plane adjoining the tread nosing, or finish surface NOSING o 0 0 0 o DW 0 of ramp slope, shall be not less than 34" and not more than 38". Handrails o Er I r o METAL HANDRAIL adjacent to a wall shall have a space of not less than 1 1/2" between the M M '`� FO Z-) ce) M BRACKET wall and the handrails. To the best of the Engineer's knowledge, information and belief, f` the structural plans and specifications contained within these o Grip -size, drawings comply with the 2020 Florida Building Code - Handrails with a circular cross section shall have an outside diameter of at Residential Edition. Engineer's signature and seal is belying C the structurall e engineering portions of the drawing pages bearing o least 1 1/4" and not greater than 2" or provide equivalent graspaviliry in 6 5 4 o Engineers signature and seal. LO BLOCKING AS compliance with FBCR Section R311.7.7.3. 1 " REQUIRED PWDR BATH #2 OWNER'S BATH y I Guards. KITCHEN KITCHEN KITCHEN o E LO LO o Guards shall be located along open -sided walking surfaces, including a o N 00 N stairs, ramps and landings, that are located more than 30" and shall be not 0 w N less than 36". Required guards shall not have openings from the walking W � ,, V 8 # surface to the required guard height which allow passage of a sphere 4" in (1787) INTERIOR ELEVATIONS W m v U o diameter. a LL W a SCALE: 114" =V-0" Z Winders. 0`-° 9 3 0 _g Winder treads shall have a minimum tread depth of 6" at the narrow end 0 W o � 0 and shall have a minimum tread depth of 10" at the intersections with the IL aZ - N d a N Z walkline (12" from the narrower side). LL o U ¢ o CDZ U rn W ❑❑ CD to HANDRAIL DETAIL z z N d Ln rn SCALE: 3" =V-0" LO I a N J 42" HALFWALL W/ 42" HALFWALL W/ � to WOOD CAP WOOD CAP U LL Q) oJim In1*7 c N 1„ 1 M � 10" 10" W i STAIR DATA" STAIR DATA" 8 4CL17 RISERS AT 7-9/16" 17 RISERS AT 7-9/16" U o 0 Q 10" TREADS w/ 1"NOSE CD 10" TREADS w/ 1" NOSE c o N Q moil 0 o M M t` a (2) LAYERS OF Jq" (2) LAYERS OF J" co Z. < Z v PLYWOOD PLYWOOD o Z E J" PLYWOOD J" PLYWOOD } '- (a E g E U O Z >r _ _ p O a� tr¢ (2) LAYERS OF (2) LAYERS OF ~ f6 ? a c s STANDARD (3) 2X12 �, E z a Z a PLYWOOD �I� J' PLYWOOD N ro e o Z STRINGERS W/ SIMPSON A35, � <o W CONT. HANDRAIL r CLIP TO FLOOR SYSTEM (0 0, v _ C CZ ><U z �m '< to i ZJ ¢w01 o �Z 3 a 0 o4a nw ¢o F_ o yz =3 CONT. HANDRAIL o r I ¢� L � a veT' Zi< 3 C o U Q T' T i v < Lu STANDARD (3) 2X12 U ¢ 2 12 U STRINGERS W/ SIMPSON A35 Z f `° Q CLIP TO FLOOR SYSTEM ��� 0- Iv co uJ ^ctS J F— M Y r- U CO i (2) LAYERS OFT, Q 0000 T Q a �r PLYWOOD w r 0 °' °' _ �_ r� /)O W (2) LAYERS OF q" (3) 2 STRINGER m V � Q PLYWOOD 2x FRAMED CV N N LO N (3) 2X12 #2 SYP WALL N 0 STRINGER 2' DRYWALL N M Q � DRYWALL � o 2x6 LANDING Z E c a cc 2x FRAMED o E THRUST BLOCK SECURED TO a c N WALL a_ U � d p � o SLAB w/ 1/4"X3 1/2" TAPCONS @ (3) 2X12 #2 SYP 16" O.C. JOB NO : 22-05600-05597 STRINGER u7 SCALE: AS NOTED - o SHEET NO. m (1787) STAIR SECTION (1666) STAIR SECTION 10 SCALE: 1/2" =1'4' SCALE: 1/2" =1'-0" 0 i (1787) (1666) T (1666) (1787) ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge VentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off-RidgeAmt. Req.) Total Ventilation Provided by ATTIC Upper SPACE SQ. IN, of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (SeeElev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 1959 1881 269 940 67 470 276.0 0.0 276.0 (Unit A) Main Floor 0.0 2.0 (Unit B) 1329 1276 182 638 46 319 276.0 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN SCALE: 1/4"=1'-0" o ®I` o M L I_ 2 _ L f �•'. l UJ � 1 '�)� w r� Qitlwo 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 W 'I E 0 0 QM q 0 Lo 0 a J0 w � LL M M V Q C LL J CUL Z 6 Z r boo w O J Z U) N Z Q LLW0�pjO� m w ZN O U v co W ❑� 2f M z o � N z a � —o J ti M V) z a V! o Um O W o V) � M U m W � J g U o ti O M ¢ w Z M n a LJ1_ ce E zo g K >N Z. o Q Q � z® XO o4 �K Z E CO qZ �Z • to i_ Y U o O W Z ^ Q% N m 2Z Q W cn a`ni �' Q < $ LLa gz NW W o v Z1. a� °3 C •° T w >M = ai N L4 H M � n 00 CO T OQ O , U (� c� "' m Q ~ CO O CO aco 01) LO T T. E c ' Z ca z 7 N E r%%% E C a U -j Q >j JOB NO: 22-05600-05597 SCALE : AS NOTED SHEEP NO. lY,lllur u�►il�I6LJLiIJ�ItIItlI�II1IW�YYpWHII IuuII�tI ��II�IIi1�ii■I:�L1��9�ilJi� i�fll V�lw rn L 0 Cr 0 a to n 0 I n 0 J 0 0 LO 0 I n L0 o I C7 C Cr O a Q O I to n 0 0 J 0 L0 0 i n rn o O I Crt �v+ c Y 1-v- Q 0 E m O L v N In 0 v U Uy N .o a V d i N H I Y 0 O O J N li N (1787) (1666) ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 1 -�— I � ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �\ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ( ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I ROOF SHEATHING: I SHINGLE: %6" EXP. 1 (24/6) or'%2" EXP. 1 (33/16) I TILE: 1%2" EXP. 1 (3�/16) 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 i%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/=" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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 + + = -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 -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. GABLE TRUSS vv?M!jWAT • • (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN r— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. -aMASONRY WALL BELOW: SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ aa. 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS °<. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" LOW 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 1 400 320 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% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d A-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" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 *' 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-112" 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 122 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 122 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-FI3500-M 3240-F LUGT2 13100-M 4520-F13100-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS-(2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2.0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (e) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (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 a la,•. C7 MU.C- '0 C 1 Z� C: t�.t ; co `_ n U W Ui w > l� r -Ly K 'V t4 v- '✓C7 Q 4- 4 WN y9�; SE -� O = , x �'. ,a •,• . fit. 0 fall 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 d E 0 a 8 Ls O m N r Cl) V 2S2S # it Cej J Q M LL W LL 5 V -j S a z t NO0 Z 0 �'�Ncfl o WW ogres o W00 Z u0 m z Q N O U �a Z U 03 W El El U � Z N O o z N Q M :.n Z v Ur c W 0 (� w fi U O w g UM V) Of ul U) U d J ELu �1 L U Q OJ Y N O n � 10 � w M zo� z q J l..l- E Z ❑ �� } N 4N Q E ❑ a C°� U a� 08 O °z C:)M N z oo ¢ d r� z � L (6 o Z Y U " m 0 O O z Z N m Q W zCl) s� �0 Z ao 1w W C-) �o az 1k J O J= <¢ �0 yo 0 z, a0 ~ U o T M 2 ca YZ L � ono O Q T^ Cr C.0 o �/^, U LID v / mh }+ ' ` Z CV ^v L N O O � T E: U')c Y � E o Z Z j! E A y C CU a U J Q J JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 12 3 v C V) 19 co 0 r` 0 0 0 to u7 0 rn LO 0 I PE v rN 0 0 I 0 J LO O I Cn Q0 LO C) .mac .a i rn c L 3 Q. CD N a E E O s G J LZ CL C) 0 U U O 'o CL V N i 0 U J LZ N LO yO+ 0 a. N LO v a Q m m v rn RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 1140.0 MPH JIND SPEED (ALLOWABLE) 108A MPH XPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft / AREA ROOF 1 1 2e 2n 2r 3 3e 3r, HIP -35.94 -49.57 -49.57 -49.57 10 GABLE 38.22 -38.22 -60.99 1 -60.99 1 -60.99 1 78.58—�- � 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r �\ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I I 1 r I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ( r I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I ROOF SHEATHING: I I I I (DI II I DI® SHINGLE: �/s" EXP. 1 (24/s) ors%3z' EXP. 1 (3�s) 12r I I TILE: 1Y32" EXP. 1 (3y,6) I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS t II I I I - 4- MO RJ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS 03 10d (2%" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (Y x .120") NAILS a=oft 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. WALL LEGEND �r---;rT� 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -21HOUR 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 77-777, -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. GABLE 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. MASONRY WALL BELOW: a<.r= SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a<. 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" ivA UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9- 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 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 - 1Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 1Od P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Old x 1 1/2" MTW12 1195 1005 14-1Od 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 wl (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) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 114" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 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" 1 HHCP2 1 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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) I OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS �o G Qo(1 04 CZ L" -0 C- - C: r1N Aul it N++yy Q V / ft) 0 - OO U te .� IZ 4- j ,. O< * t C, C . e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 a 8 0 U (D C (o 0 9 n ao a) N ti N ChV2#LL N S J a c J LL W � 52 t1 Co J � c _@ o0 O a W N W to W °' Z NZ ¢ IL 0 r N o V O Z v co W ❑ 13 U z N M o� z N z � � J d.� M Nz,nn w , ^ , (D O (1)(0 W1 lL ' T N W O W o (/71 �y N U W m L U o w U) Q N 0 �Q m N O 1s b c0 w M o z E !2 O E zo o� >� z® o a t- . 5 � O � U O E N z <1. <o tt a ¢ w0 r _ U hm mo Z z QW z iL 02 ¢¢ OLLLL ° a NW W _� aLL zk =� � o z w4 7 0 .j CD d r C rn > M i � N m N @ ^ � n CO T O Cr00 //�J 2 G C > r - - CL Q �' � +r CV H o0 04 CM rn LO c}- r., r T E O z z = rri E N E `m a E U _ Q p c JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 13 i v 0 0 I s J 0 coo L0 0 L0 0 v O r` 0 co n 0 Z. O to 0 L0 LO 0 I N N 0 -3- Hv-- N v Q E d E x L v c i 0 U 0 0 U rn v av 0 z Y j 0 -U S a> LZ. N N LO ti 0 a 0 a. N N 0 Q m v cn II II II LANAI„ `\ II <7-7 I I / 1 6, 01 I\ i LIVING 3 / i M I \\ DINING I 1 / / VERIFY METER LOCATIONS WITH M �/ \ BUILDER _ \ PROVIDE 12" MIN. r VERT. SEPARATION QFI FROM ANY / ALL UNDERGROUND UTIL. �F1 \ DW \ I 0 `O wr 1 �► KITCHEN \ DED. FOR �_ I �\r MICRO'go --- C FI REF ENTRY L -- ----- GFI GFI `\1 I D J I /I /I - I II0 %/FOYER —� c=- I I 3'-0" 4'- SD/CM 1 / 1 I /' I G I 3 1 I 0 1 1 I � I 1 TV TV SYMMETRICAL I FC COMP.II �� OMP. NFI VJJ � 1 II -------------- --- LANAI <,,\ > i GFI (fn I r Y.LEL ----- F1 REF ¢i KITCHEN DININ -� SINK DW F�- OF --- I I ICF% — — 1—(0)—� SD0 Ile % ROUGH -IN /— --- % oo FOR OPT. FAN/LIGHT ka — --- - r \ — — � IL I 1 31 I I —■BL �ft • .. �-\ t �� 1L CATION 0 I i POWDER WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING j77,777y^-- -2HOUR FIRE RATED SEPARATION 1.,1 . WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL 1 ELECTRICAL \ PANEL `\ I \ i 1 1 I 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 COACH LIGHTS �\ OR PREWIRE AS PER SPECS / F'ti �` GTfI @ 44 � A.F.F. /' VERIFY ` LOCATION \\\ 7'-108" LIVING � ELECTRICAL \ -�` PANEL 1 \` \ I I DB \ I ` r 1 r GFI \ I \ GARAGE / I \\ LIGHT AS GAS / // \ PER SPECS \\\ GARAGE DOOR ENTRY / 1 r------------GFI I I r I I I I i I I I \ I I I \ I I 1 \\ I I f I \ I I \ I I \ I I \ I I I I \ — — — — — — — — — — — — — — — � 111 [���1C�7111111C��I -N f ,> LANAI fi, \V> GFI I M) ----- -(aFJ-T7 REF DINING i KITCHEN Q 1 O O �T II� 1 \ I \\ DW SINK I F- - - � I- r— I T-10$" LIVING FOYER 1 1 CH vL 1 r GFI i \ 1 \ ENTRY \\ 1 1 I 1 / I / 1 (Do*/ / / / / -------r---- j SYMMI TRICAL LIGHTS OR PREWIRE AS PER SPECS ROUGH -IN FOR OPT. FAN/LIGHT I I 1. / 00 / / / SD0 \ 1 1 I I 1-R GFI' -- � LW.H 44" A.F.IX/VERIFY \ /! LOCATION / ELECTRICAL \\ 1 PANEL \ I 1 I I I \ I \ \\ GARAGE GARAGE �r \ 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 I I COACH LIGHTS OR PREWIRE AS PER SPECS (1666) FI �e TV LIVING I_ IF_ I� Ir 1 \ TV 1 I \ I � \ 1 1 \ I \ 3 E 44==: GFI ♦'I 0� I ---1-- L--- GI __7 DW /"STIQK� / 0 I ----- KITCHEN io I DED. FOR / Z MICRO �I REF Gkl --- - ----_ -- ENTRY GFh GF \ / I B I I , FOYER :� I I I I / O SD/CM 3 _p" 1 I I I31A lI11 F1 FI @44" PB A.F.F. // I i' VERIFY \\ I \ O j LOCATION \ \� I \ / ELECTRICAL / PANEL ► 11 � I GARAGE 1\ GARAGE i POWDER \ LIGHT AS i I \\ PER SPECS \ 1 \ r GARAGE / DOOR _ WP / ------------ GFI % 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 SPECS ,.�/ Riser Diagram 600AMP 4 UNIT BUILDING SERVICE 1st FLR ELECTRICAL PLAN SCALE: ),4"=1'-0" 2/0 CU GEC CONNECTED TO UFER AND (2) RODS 00 150 AMP 00 150 AMP 150 AMP 150 AMP (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. I L (2) 3" SCH 80 PVC CONDUITS (1) 14" 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 A MAIN 150 AMP BREAKER IN PANEL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699, 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1,14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET f DUPLEX OUTLET ABOVE COUNTER 1. WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �--�— FLUORESCENT LIGHT FIXTURE IO EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �{]BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT O b x. Ck N.G . f (173 U')Q. . 0., L 4 �A �0 Lll CV CV 0 CV rn LAD 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (A W vE 0 at 8 010 C m r C ��� N 0)��1�_a E N O V 2z5Zs J C J L 4 C _j 5 JLL� 5 d V °� o 13 _ W Z —@c _o_za W `°No 0 W Cj cp ) m W Z uN N Z Q J ,n N -� 0U Vim O U W ❑ D O �Mr Z M o N Z wN N Q J r M U V) z d 2 0 UL +-� w = U � _ 0 w o VN c i1S6 U LIJ E d U o N C o d 4 � Y N O� o o co w C`") z O z� aN 6z O W Z® 000 o ao °Z oE N � L ¢o �w w J � • � d❑ z mg o zzw Z J a QW ?� (1)a � � o o0 z j �W W i 3 ao yw 3 r, O u >� a _ ¢� � 0 •° T ;n > cM °' m ca c� F-_ O^O Co T O Q =3 O07 � T U) O m Q +-+ _ 1— 0 Liz o O o Q M LO m m c'_ U-) � 0 Z Z N E I� C c U c Q a JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 14 I WALL LEGEND I 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -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 %�_��� ✓,� OUR 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 L-- — — — — — — — — — — — — — — — — — — — — — — — — — (1666) SYMMETRICAL SYMMETRICAL I I I -------------------------J (1666) 2nd FLR ELECTRICAL PLAN SCALE: Y4"=1'-0" Riser Diagram 6 UNIT BUILDING 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 450 AMP SERVICE 00 150 AMP 0 150 AMP 150 AMP (2) 3" SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (3) METERS PER BANK (2) METER BANKS PER 6-UNIT BLDG. (ONE ON EA. SIDE) (1) 1 J" SCH 80 PVC CONDUIT WITH (2) 2/0 XHHW AL (1) #1 XHHW AL (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET FEPF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET 0 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;W EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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 ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN -1 27 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T OPT. CEILING FAN G�) (1) PHONE LINE, (1) DATA PORT g C= c'►, cG L^ I , r � ,` N r:. / t L 1. .0, -0 n 1 v, O '0 N �O tV rn LO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 's E O 0. in Q U 0 d 00 N N m 00 U) n to rn � 0 ni aj M V � LL Q C _j LL w �LLw o- w a Y 0 z Com cc C? o W mN o ��pjO' m J Z M Z Q ILW Z N OU 0 � W El El Z (MV M O O to z�N Q O � a � n _ r I N Z � L N W @ o V gg OW O (n Ly N U W J — E — 8 S w � U o N m r— w co � < Z ¢ _ E `; j K 00 > N Z® O u w.1 W0 ca '6 ! o '0 E M ¢ . ¢Z �O 0 �¢ Z WZ 00 W L fv N C ¢ o Y m O 0' "m <z om go a ¢0 aLL rL =3 O w ui < (7 r � O to d- OO¢ z¢ az OF �3 c 0 T M 0 _I tT E2 m --- Q LL L � Its ICU T OQ 00 � CEO V J o � O m Q +4-+ N I--- No O CN O r• r E c t U') Z m Z E i%%% (n co c a 0 c0 � ¢ o JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 15 K�+ v c cn 19 0 0 I n 0 J 0 0 cc L0 0 I LO O I N i v V N Q n 0 I cc n 0 J O co L0 O I Cr) 0 I N a 0 C L 3 C Q N [V N v a v E L 0 N J N LZ 0 U v c i -y U .o a U i z v Y i a U J r N 0 LO �g 0 O d N N 0 0 Q 0 (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. 11111 (2) 3" SCH 80 PVC CONDUITS (1) 1 7' 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 A MAIN 150 AMP BREAKER IN PANEL WALL LEGEND r/ 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -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 y���-,,�� �� �� • -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 Riser Diagram 600AMP 4 UNIT BUILDING SERVICE 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 00 150 AMP 00 150 AMP 150 AMP 150 AMP VERIFY N LOCATIONS BUI PROVIDE 12 VERT. SEPARi FROM ANN UNDERGRI I SYMM TRICAL (1787) (1666) (1666) (1787) ELECTRICAL SERVICE PLAN SCALE: Y"=1'-0" t� .0 d", — ( sari �Y•, . /r/•'pp /�/''��y er v 3. O > E O W N N O N LO O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W c. E Q g o NMM p WC IR L 0 '5 Lo U) I-- N O LL Q C V LL w(L Vz0 — Cif ti a � OOL W� mN� S �pj°' m w co LL Z. 00 N Z Q N OU 00 Z N O O O Z m Z o QN J — a N to z a VJ o cn W O—� W SJim l/') c N � 's U 1 W p J 1— — <Q s U c U) 0 Q Q i44� N t w M m J z 65¢ Z N QO �LLO z z® oa �� XU 0o oQ Z O N � a0 Z O Qp W Z rr � L o¢ O >' U �m mi O¢ Z Z N cn J ¢ QW z 3 o¢ go aZ W �R A a �o o CDzl¢ Lill a= 0 3 r 0 L � o^O Q =3 O � tip G�fl o � CO "' m Q 1--- N Lo y._. N O O O M rn LO LO M O Z z v; E r\ U) ca ca d E U J Q J JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 14.1 _.. .._..� ._ ®a� ._ _ _ _ �: .� � w.+t�wuau� ►�twa�iwawuattw I���Y�II FI EAESISTANDE DESIGN -Ass 0— f i'bly Usage Disclaimer BXUU - Fire 1116siatanite Ratings -ANSI UL 2t3 Certified for:United States B UW - Fire Resistance Ratings -. N/UL -Si 01 Certified for taftada 1 l o �o for 1 .. re t e a I i/L L 2� if tar �. tad ates- fee general Inf "mat, n Fr sls anc_. Design "Criteria and Allowable Variances ' oe General Infor mtiori for Fire F esistance .acing CAN/ULC-: 101 Certified for C@hada Design Criteria and Allowable Variances Design No. .0 65 Juine `l0, 201.9 Searing-WMI l sting --• 2 HIS Nonoearin.g''aill Rating — 2 HR FIRE -RESISTANCE DESIGN, Assembly Usage D sclairrier 8XUV - Fire Resistance Ratings - ANS-111UL 263 Certified for United States 8XUV7 Fire Resistance Rating - CANIULCmS101 artified for Canada See .General Information for Fire -resist rice Ratings - ANSI/UL 8 Certified for United States Design Criteria and All owrable 'variances fee Oeri eral Info mio o r i tin r ai n f r FI e Res s ce Ratings CAS ULC 101 Certified for Canada Design Criteria and'Allowable V8 ance Design No. U301 September 17, 2019 Beari ng al l Rating — 2 Hr. , Finish R-Wrio— 6'Min.IL n all at si , esi: me o the Li 1 -Sta s it i,. This deslg ttas ev u ed u rig load d gnl method th�thalri t m.t ..s Design ?YrFs Jeri was evalwated ujstrlg a load design method otherthan the Limit States Design Method. e: . Working tressCiesi n Method). For: urisdictieirls.;eiM I ' `n the Limit States. Method e.` . orkih Stress Design Method , For'uris >< bons Io "n the. States I g p' 1, !ii , g De g odd, J d o em p yi g tat s Design Method., such as Canada,, -a load restriction factor shall be= used. - See=Guide: BXUV or Design Method, such aEs.Canada, a load restriction factor shall be used —Sere Guide BXUV or BXU i BXUV * Indicates -such .roducts:shall bear. the UL.or cUL�Gertification Mark for `urisdictions employin�gthe UL o c.UL Ge., ficatitkn Islaoh as Canadla) reapactiv : hOr�ctaz.�l rl�i� 1.`Concrete Biockv* — " ariou design .'CiassTflcation O-2 ( hr) : fee Oorlcreteloclt cteory forilst ofieilibirrrifaeturers 2. M ortar — Blocks lai d i n fu l l bed of mortar rl qM 3181n. th i ck, of not, l ess than -1/4; ari 7/ clea char nd'o 1 0 " eyrie inid not moreth 2 parts of n p t part F rtI rid c nt (proportioned bye volume) and net more than hydrated dime (by; cement volume), vertical joints staggered. 8, Portland Cement Stucco or Gypsum Plaster —Add 1/2 hr to classification if used. Where cp stib[� m�mberp, are fn.amed i vv�il st r r tuccc� u be'. applied On the fkdtpp, site'frami00to achieve t m8x, Classificaticjn:Of hr: Attached°to:eoncrte b[c�c1s (Item I,r, A Loose Masorit+ Fill - If al I core sas are filled Itll louse dry eparde{, expanded day or shale (Ootaryk i:lp Orocesq), water repellant vermiculite masonry fill insulation, or Silitono tre ted.p ate loose fill M-8,0atien add.2 hr to..�tOssifi.caticin; 5. Foamed Plastic*'— (Optional= of Shown)— 1-1/2 ih. t} ick mast, 4ft vide sheathing attached to ,oncretebloci-s (Item.l)i The appearance of a company's name or product Inthis database does not in itself assure that products so [dentified have been man ufactured uncle" UL's Follow-Up,Sorvice. Crtlythose,products e r 4e s ou .;lie' e . o art `ed< n Gov er L ill �r-U rvt `` b. a ing the UL Mark h Id ccnslder d t be .� Ifi a d . erod and U s F o p �.e. td, Always look for the Mar on the produa, UL permits the reproduction of the material contained. in ihe'Onllne Certification 1jir6r_1t6ry sUbject io the following conditions: 1,Theuide Information, AsserT%lalces,on.structians, Qesins ,ystms,. andlor:Certificotions(files) mist be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). I The statement "Reprinted front the'Ohline Certifications Drectory'With permission from UL" rriust appear adjacenitothe extracted rnateii 1. In addition, the reprinted rrraterial mint include .a cepyrt t n6b -in the following format: `"�`2619 UL LLB". UL and the UL loda are trademarks of UL LLC @ 2019 All GA FILE NO. ASW 1002 1 ! PROPRIETARY* 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 alternate 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 112" regular gypsum wallboard each side of assembly and 31/2" glass fiber in stud space on both sides. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC - 1" DensGlass@ Ultra Shaftliner""" 2 HOUR I 60 to 64 STC FIRE SOUND Thickness: 31/2" (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GP/WA 120-04; WHI 495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: Based on RAIL TL89-383, 11-10-89 indicates such products shai) bear the UL or cl1L Gertficatio.ntairR far jurisdictions_ emp1bylnarthe: UL;orCUL.Certificaltion (su'ch ae: alnada),-r sp0+ctively. "I. Na11hea- —• Expose4,.orcover d with.Joint compound, 2.- Joints r-- Easposed joirits cover d'With Joint compound and paper tare; kirit compound anti paper tape may be omitted when square edge boards are used. As QtZlm neaas 4Gypsum Board' — 5.1874, thic�two layers a p pll' d; ithet horizontally or at i aI l y lnne.r layer attached to stud rtrith the 1-7/8 in, nails spaci?d 6 In : Quterlayer -inched to studs,over'inner layer with the Ml&in, long nails spaced 8 in. OC. joints Iocated over studs. AII_joints in face layrers swggeredl'with j,pints in ..„. a a rs, rain S as a er... � t i .. o .�i: e ... �, � sit` b. 1 y J t. o. h i. off etYII h a,o nts f a. Jay r on pF7o e en used in width s`,:.other than 4-8 in., gypSum board to -fie ristall.ed horizOntally, Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Nan -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating: 2 hours L CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: ToughRock Shaftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in, (25.4mm) ToughRock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-1n, (610 mm) o c,' 2. Gypsum Bayard: Metal covered using 6-in. (152 rant) wide i2-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or !4-in. (123 mm) ToughRock Fireguard C gypsum board, 3. Steel Studs: 'W shaped Studs, 1-1/2-in. (38.1 mm) wide x 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in. thick galvanized steel. Cutto length 34-in.lessthan the openings height and spaced a maximum of 24-in. (610 mm) o.c. PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. M SUB -FASCIA _.77 EXTEND THE (2) LAYERS - - OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE FIRE CAULK EDGES AT EACH SIDE j�_ Pi .1 . TYPE "S" MORTAR (TYP.) DBL. 1x PT NAILER 1/2" GYP. WB. 8" CONC. BLOCK A_ CLASSIFICATION D-2 PER UL U905 (TYP.), PER 1 UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall SCALE: 3/4"=1"-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. O LI, , c`O (A ,c . p r N < i A 3 C >1 O� Oa-.0 0 al CL ° `W `* w'�V S J/P � i;. �� ws • � ! g} To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W M a C a8 N 0 LQ y C Z N Z in M `r # LL Q C J LL W o, LL i� o- ut J _ Z LL 0 �yo Z IV W n . — m w � Q J Z IL N Q rn Z co- J0 N .. Q O Z OU 0 co W El El (D C2 N Z N M -�o Z co z O Q N z �a�o w 'u i 4 0 0 N N Ly M a, O M o co w co M z Q � J ce E zo >� Q o w- tt ®a�N E oQzo�WQ z z Zro Z¢oL � - o U u�O .2 m2 0 OZ Z Z J 7� 2W �m ~ oLL I a0 Nw W U <o �Z � 60 as _~ �O c ct Z¢ a c .Lo S— > M 2 rn m m ~ � M o^O CO r o O Q r Cr �//�� U O Q� r/ / m N In l— N N O it I U') _ N o Z N Z E N Co 0 E 0 U J Q a I J JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. 16 vl 3 a> `v 0 0 0 I r 0 J 0 L0 I L0 rC7 0 N F=— L 0 0 0 O L0 O I r, L0 0 I N F- •ra°+ •°a°• •°ar• O O O O 8F8-1B/1T 8F8-0B/1T °a° `. ,•a° J O, O O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REaD C 1-1/2" CLEAR L G 1> G\ J Lu \\ C.M.U. co U cn WPM a0: o- X 1 uj N '0 Z a X 0 NU) a oX Li W U ` C 5 REBAR AT BOTTOM ¢'z— x < Q MIN. (1) REQ'D Nu.o°� u 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 IN +s °a ' O O a �O, 8F16-0B/1T OO O O O 8F20-1B/1T 8F20-OB/1T O O O O 8RF6-0B/1T va°' era°'•, °a°, . r•v J"o OO,8F20-1 B-2T 1 8F24-1 B/ 80F24-OB/ O O UE SYMM TRICAL E MIN. I I MIN. (1787) (1666) (1666) 1ST FLOOR LINTEL PLAN SCALE: A"=1'-0" 4J I- A. `t cm h E (D (€> ra ?y 1-547 Q. O O ECL�. �\\0}6��3t��? O � kf tv AS E I� 01 F4 'a<"°<o,•:°a° 'ems .tid p �,vrn 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. MM W d E .M OIL a 0 M U OMM O w oC(� Willo 5 Lo tli r` r rn 4 M,M�F zSzS i# LL J 5 LJ 'n J LL L- 5555 W a VZ — -o a 9 E O WU) ' �, m W Z LO z Q J IL L OU ZN U W 13a O O O � O N z n� Q �. a ti M W ( o W u 0 LJj o Nay N v� W� f J E � olw S o N U' e Q N O e O w ccCO co o3 z -J LL E ¢ z❑ gp zo QN CL E O ow 1Ca z© oa F— CL x, OQ O oU PX CDE O N ? a °da wo 6z 1 z wz �� r Q COD 0. U �m m0 O O Z QW Z to rw Z no o w O Jz =Fo =� fD OzIQ a OU 'S C T > C0 2 iU rn m n 00 Co r o Q O r CIDC�fl �/^, o i— CD C-I) V / CUD CN ~ C'4o O O Q 0 tM 1 r m .� LO ci z E m a E 0 -j ¢ a c c JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. L-1 'aa`ls O ° o 8F8-06/1 T 'a ,a• e,a \ ° \ O O O O O 0 8RF14-1B/1T8RF14-0B/1T 8F16-18/1T O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP v MIN. (1) REQ' G <`y 1-1/2" CLEAR rl7,J W co U U)! C.M.U. d x �PCo NKa - J 2 W W. W , ! Q O rUU)L �� li 5 REBAR AT BOTTOM z Z z = O MIN. (1) REQ'D �LLn 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 t• v °O•♦ O O 8F20-OB/1T o- \ v I. I JIN O 0 0 t O 8F16-0B11T O 8F20-lB/1T O -�' ,i' r•a� a r•r� v r e•rs a•� r t ♦ a° \ a° a o, ' , ♦ A' ♦, ♦ a ° s, P O- ° ♦' 8F20-1B-2T O 0 O O 8F24-1 B/1 T 8F24-OB/1 T T O (1787) (1666) SYMMETRICAL SYMMETRICAL (1666) 2N D FLOOR LINTEL PLAN SCALE: y4'=1'-0" S !r 64 M U (3_, Cn y+e !P Q . f ~i�aga� •/'•iq � �P .fl V.O 6 ■ice. �". y�®.{.. ✓� P �G V i♦ �a��u � p �.J y p�F4`1 ��iCCCaa �Stip'♦hi.a ed ®y�;��..�a+ t�''.3 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 sea] U) W �E a C> N m OO Co r N p0 A CO "i r J LL W M _ W Z L_ «_ O N N �2 5 W l��pj°. m w Z cc N 0 d J LL a N O U U V W ❑ CI M r Z N M Z o Q J M Cn Z a c 0 Lz � � ct9 - LU N U OLl L ^ o ItJ / Ly N v ' � v� W J �4w, E Imo.. V O N 0 C N la. N iT CD CDw CD J co Cl)z0 z d J U- E 65 zo 0 0 TN �N � o u Z 0 oa Ca F-- Q o X. ¢¢ W 0,O O� O E N a z w0 ao a Z L =, rp z Y U m� o O, Z _ a) mm 2z J U)z I 7 F oa �� z z so a �� =z � _& aLL �O w¢ }� co V z¢ a Ova C o r >cy) T N Cis 1 ll� 0�0 Co T O O Q T �^ O U O G L fl m _ *-j CV LO H O Q M rn LO r r E LO � 0 Z Z iri E U a -j Q p JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. L-2 0 Cr to tl- b J 0 co Lo 0 I LO LO 0 N ;y v _ cn 0 0 I 0 J 0 LO 0 I LO 0 I N Q Q N N Ca G co 0 t- v c t� 0 O U v 'o i U a I Y i c 0 0 U J a� 1z 0 Ln CE 0 a N N v a m 0 *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE ROOF PLAN SHEATHING BLOCKING 1 2X4 BLOCKING a BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 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 LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS 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 O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. pA TRUSS SSES (2) 12D NAILS —} AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" Q.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 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT —TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. DIAGONAL AT 8'-0" WOOD MAX TRUSS SCALE: 1 /2"=V-0" 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 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING SCALE: 1/2" = V-0" WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA <_ 1000 SQ. FT. OF >' FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE 1/2" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT PER APPROX. EQUAL AREAS. 5401 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION EXTERIOR WALL _53 SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O O O O I I SPLICE O O I O O O O 2 _p� SPLICE BEYOND 2'-0" PART. ELEV. VIEW 1 an r L DBL. KO. BLOCK MIN. MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL(5�4 SCALE: 3/4" V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. �(2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING _ P SIMPSON HGAM10@ 4'-0" O.C. T & B FLOOR ATTACHMENT('5�0 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" Q.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 MASONF SEE PLA I7N_10A -MC:r lILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" STRUCTURAL SHEATHING a ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MASONRY WALL SEE FLOOR MIN. 2x4 #2 SPF P.T. PLAN FOR MORE CONT. W/ (2) 4'x3" INFO. TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. —� 0 LB FELT (SHINGLES) — — — ` — 2x4 BLOCKING @ 48" O.C. MAX. W/ (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 OVER PARTY WALL 2x4 LEDGER @ 48" O.C, SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) o o 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 o o 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD, (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER STD 909 HOOK 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 , F TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS TO BE INSTALLED PRIOR TO FURRING STRIPS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR INSTALLATION (TYP. ON BOTH FACES OF WALL) UL-U905 (see sht 9) LOCATIONS) 1x P.T. NAILER INSTALLED 2 x P.T. BLOCKING BY FRAMER FOR — R AFTER INSTALLING RBC'S 1/2" GYP WB OR 3/8" PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2. (2) SIMPSON SDWC15600 SCREWS @EACH TRUSS TO LEDGER w SEE 531D1 z �a 314" PLYWOOD DECKING GLUED ANDLO - NAILED W/ 8d COMMON AT 6" O.C. 0- EDGES AND 12" O.C. FIELD 112" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH RG. FLOOR TRUSS FOR AN AREA < 1000 S.F. `00 S TEM 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 \ --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 OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO —1x P.T. BASE NAILER ONE SIDE OF THE —STD. 90°HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREAS 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 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. J. GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE TYP. "S" MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) 0 8" CONC. BLOCK (TYP.) PER UL905 z a 1x P.T. BASE NAILER [n a N 6x6 W1.4xW1.4 WWF. —� : �4X') " INSPFCTION PORT. AT SCALE: 3/4"= P-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. BASE —� NAILER BASE BOARD PER SPECS. —� CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —� SCALE: 3/4" = V-0" REV. 08.20.21 SEE PLAN TOP OF PLATE `—TOP COURSE W/ �— LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 1 U-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL a) C df5 c 6 Ice d. 5�_ o } M tp+ 0 _ ,0 LU ,5.bt�IlIrd# Z. 0Vvp� „ "a i7 Y 44 I _ ry• r�o.,�,#'t�bs5�t@01Ca9Fi�b<�� 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. U F of M U Q ® � N 3�Go 4 /N NO� u C J 25Z LL °9 Lu J LLB 5 a. Z rn0 a o� w o N CD m C °' LLW �� bbW M N Z Q N O U U O W O❑ N M ao N z o a M In z a 1 , 0T LL fn LU OLL, g ,N Ly N ws v a w `. i--- J E 8 MIN o i I .. N 4� o w M CMO 0 Z o 5 z 4 cE Q E o ooQo Z® oa l� M i &< p S� O E N a1 ¢o ¢z. z �� i C!� C C Y � mo o zF m J n 8 ¢w z to F o� z go a U Mj a V Zzj 3T >M T � m � C 11Z � F-- 00 Q r°. C D � (fin' o Cfl "" In Q C14 � O O Q M � Ir- r (D w LO o Z Z Cn E r N n E U J Q 76 � J JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. D 1 v v v- 0 0 0 J 0 C0 0 I r- L0 0 I ID v Cr .a to 0 I to 0 J to rn O I L0 0 I N v f� O C 'L Q CV [V G E L v c c i �i O U v V .o i U d 4 I Y G 0 0 J ti N L0 15 CV N 0 0 Q m 0 N B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1 /4"x2 1 /2" SDS 132G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS 9'-4 8'-0" EXTERIOR WALL- VL ILr I 111L1IJ SECURED PER NAILING SCHEDULE D2 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 2x12 BM. W/ (4) 12d NAILS EACH END (2) 2x12 #2 SYP BEAM W/ SIMPSON HUC210-2 2x12 #2 SYP P.T. CONT LEDGER W/ (2) 2' TITEN HD (EQUALLY SPACED) ANCHORS 2" FROM END OF BEAM AND THEN STAGGERED 24" O.C. W/ MIN 4" EMBEDMENT SECTION AT ENTRY EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE 2x12 BLOCKING @ 24" O.C. W/ (4) 12d TOE NAILS 2x LEDGER (2) TITEN HD @ END X—X SECTION (PLAN VIEW) SCALE: 3/4" = V-0" MASONRY WALL SEE FLOOR PLAN FOR MORE INFO — STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TB13/D- dk VARIES W/ ROOF SLOPE PLYWOOD ROOFING MIN. 2X4 #2 SPF P.T. CONT. W/ (2)1/4 TITEN S SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM D05 SHEAR TRANSFER EXT. WALL D2 SCALE: 3/4" = V-0" A 2" TITEN HD W/ MIN. 5" DOUBLE KNOCK OUT COURSE EMBEDMENT SEE SECTION A -A (9) 2' TITEN HD ABOVE T/WALL MUST EXTENDED FOR MORE INFO. rt R 16" PAST LEDGER it tI V V 2 PLY 1 3/4" x 16" LVL 1ST PLY 2 PLY 1 3/4" x 16" LVL (1 ST PLY 4" 5a° WOLMANIZED LEDGER t II WOLMANIZED) LEDGER ) 11 20'-0" "' . DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED A 16" PAST LEDGER W,NA:dII d SECTION VIEW 2 D2 MASONRY PARTY WALL, SEE PLAN FOR FILLED CELLS INFO ❑�" (6) 2' TITEN HD B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1 /4"x2 1 /2" SDS B2G TRUSS USE: • SIMPSON HGUS210 W/ — (62) 16d NAILS TRUSS CONNECTION SCALE: 3/4" = V-0" ■■ `�" IIJ � ' II 1 111 J 13 A —A ELEVATION VIEW 20'-0" OL 18'-8" (4) 2' TITEN HD s® d C �t ^ y O (� --- O . A...'%�t$StiLli ASE s < t: . % To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a) W E Q p M OV N p Vco � 0 �c N O 9 # ej co V' LL �Q C -- LL W V J LL W W a Z —ate, LL �yo N (O W _ d Z ,00L, �, z a � ILO OU 0 co Z WCD z N o z N z o� � � z 0 1 l 0 T u3 W m V0 O w o 0 U W J o co Lv W 0 O W C` 3 M o z S LL 8 �° Z® moU 0o O 04 a � U Oz a Z N rD iz az wo z w Z � w C UY U y0 mo oz Z YE z rq J � am o� �z z �o W w a � BLL w �3 Oto V z�¢ a UU 3 .N r > M = iv N ns c� H 00 CO O Q T Q C o � co U) m Q LO � O 'E' z cc Z E E cc Lo a -0 cc C JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. D2 �►I�u�ullwlilul��it�ul<Iutl�rVuu�11�1�11��1�1ii�l��ll�l��l�l�l�y�i��.il ;� i o• 0 r` 0 I 0 0 J 0 co I rn LO 0 I N v C N 0 0 I to 9 0 -U LZ N N Lo 0 d N 0 rn u7 hi 0 i C 11 N 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 I DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSINGTHESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF G G G THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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: 1.1 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1, 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF T D LIMITED STORAGE): 10 P F (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/0S ( E ) 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 0F 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOA D 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 A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 y" 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4, 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE 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: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4, 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACINGAND ALIGNMENT RE T BE IN ACCORDANCE A 0 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 A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed beore extenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation, Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1/4" 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. �o C) a CU r a °SP5 v U O ��%1( 0 OVV `-1. (1j, • 6;� :- •op � r=.� f Yr EbV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N g 8 (D 00 N r- G �.0 N i\ rZ 1.0 N a 0W J M C)a* LL N � J =J w -j � LL Lu a d o- Z- L N `t o Z W Z LL 'r" o =,N C/) . CoWo w NZ a L N Z O U U ❑❑ C9 ZM N NMI G7 og z N � o � Q J tL U) In N Cl) z a t7 0 LL C6 •Ur-1 O Ul) �V) Vi w F Fe nr w o c 1_ w WE ai � J E OU 9 I' L U o N M 14," co M M � o w z C � c6 E a. 8 E - o o � >� Qo ? ® oa Z tC6 O E g0 XU �� i 0° 0` az N � w it � z Y L N C,C ¢ a YoLL m 0 o z W � Q Og OLL� Z g0 a NW F� ¢a oii �3 C:)<J � �I50 ;o x VM Z. a 3 c i > TT 7 L TO CU C� ~ � M r- CO r o :3 o Q T C.0 � Cfl COD m N N Ln y=. NO O � Q 00 rn O E L0 a z z :3(� E c c a CU U dj Q p� JOB NO : 22-05600-05597 SCALE : AS NOTED SHEET NO. SIN L a c� O 0 0 J 0 0 0 I r, 0 I N 0 0 .a Q I 0 0 LO LO I LO O I N v 0 a i a E Cn E 0 L v C J LZ U C 0 C_�-I 0 i U a z Cn I Y 0 v U w C> LO 0 0 0 a N LO 0 a m v cn 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 0 0 5-0" ¢ - STUB -OUT FOR 0 1'-0" o o LO GAS METER d ° 0 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH —IN GAS TO RIGHT (ALWAYS) — 12" OFF —CENTER • ROUGH —IN ELECTRIC TO LEFT (ALWAYS) — 12" OFF —CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. ill -0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-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" or 7/8" wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel r9O 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM w7STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR CONT. FROM F NDATION TOHIGHEST �-------- BOND BEAM Y 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 SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 2x4lPlywood/OSB web stiffener 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %a" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b 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.* i local building 1/16" code for appropriate details in1--or--20 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" /10d) nails at 6" o.c. QT/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT out, notch or drill flanges WN t 0 --❑ ❑ 6„ A ROUND HOLE MAY 6F 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%Z' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' Web Stiffener Fastener Schedule Jois_t Bearing Location Series Depth I End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-81 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60SO 11-7/8" 2-8d 3-8d 4" 18d 2- 5-8d 16" 1 2-8d 6-8d BCI90sfl 11-7/8" 3-16d 3-16d 14" 5-16d 5-161 16" fi-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : for vertical load transfer 7tw_� Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over _ blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— � 'yam F k � �j r � „g � S _ ,e � 3'i z. v ✓ � d NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" 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 1N 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. 2�1 Joist hanger SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( wl (22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12/ META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL i 00 FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. -1 I I—III=III—III— _ Install tight to top flange. SLEEVE THRU STEM a SEE PLAN FOR °• ° . • • FOUNDATION INFO a' ° 4'' ° STEM FOUNDATION GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth f I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN t-Vt✓ knNZ)c 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON JOA(WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d I-1 L- —II1iillliil 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE r—PLUMBING LINE SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE d0. - d f dV Q, C) `� .-• ... 0'- Eti� L.• t 1 04 1 _ Lr-, ® , 4- r � �S�r1- Sa V FY O to4— ,�Jjljlkq IN, t{7./.)r C)'1J,n 'gyp., S EUt C ��d� uSp il.3 �4 p��p�paVp To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE Q O R U N 0 y CO C N C ti C M �0? N �; t%i Cn U)CN # M co0 � LL Q C J u-W � o zLLU- 2 — L C O L O �"`_° o� o °t °� m w t N N z°co d - LLW Z OU 0 Cn W ❑ ❑ CD z N M o o z � N z o � Q � J — r M V) z a Ur o �4 lL ) T Cn f6 w � U w_0 o soft w — E — 8 L i I = w CD ? W CID z o iz Z Z a U_ Q Eo E U w° �o Z® ¢z o`X 00 I— XO oa °¢ O O CV io w Z o0 ¢❑ ¢i W Z W V cj C - C U �q m0 o oLL Z , z a% G7 J .m ¢ ° Gw z S� a ° N� W U w� Z Q H mi o co ;o a ° C sFA > CO 2 m m I I� Co C)Q ,-- � (///^, o ^� Ill —a CV _ 0 LO o 0 o 0 LO r r E �% c o z z E m i E C7 � ¢ p a) JOB NO : 22-05600-05597 SCALE : AS NOTED SHEET NO. SN-1 3 v 3 19 0 0 I r 0 J 0 CD I 0 [V i ar 0 M 0 I �O 0 J 0 CAD LO 0 t L0 0 I N i d v En 0 C Q N a E 61 O L v Cn C 4v Iz 0 E 0 U a 0 U CL i i V3 y I Y O 0 J I7 C> 0 (i N N Lo 0 m v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES IN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE"I @ 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 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 RBI Tr)FNAII S T A R \ v FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r 11/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM I I D 4 I I III —I I —1 D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I I=�=1 11= ' i=I I=1 I I=1 P 11=III=III- ° 111— ACCORDANCE w/ TABLE 11= III—III=�11=1 '-1 I1—III=I I =III —I I1=III- R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) I -1 =I I=III=III I �� tIIIT[IIIII II HI J=I I( I II-TII I II H II=1 I I I- I'' 8 RESIDENTIAL L1 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV, VARIESA _), I 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 FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ II NOTE:EXTEND 1.4 WWF OR _LU DECO FINISH 4" to 6" "FIBERMESH" "FIBER "F BELOW GRADE CV D s 6 MIL VAPOR BARRIER D 4 I N —) D: • 111 COMP. SOIL. (COMPACTED TO 95% 1 I i MODIFIED PROCTOR I III=ITI= ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 X" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z .-.�� ' d - p. •. 4 � co T A. LI— SEEA/S3ORJ/S6—`I�lil IIT_Ii l.,, II III1. FOR REINF. INFO. L 3" MIN, CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 I I I I I I I I I I I I I I I f 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U,N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" OEDGES.AND 12" C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN , @ O.C. @@ 24" O.C. ) SLAB & BLOCK FIELD SIMILAR AT FOUNDATION ONLY" " IMPSON SP1 w! (10) 10d NAILS SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE r STEP, SIZE OF FOUNDATION AND co ELEV. U-0" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL A.F.F. INCLUDE THE WALL ° 2„ x6W1.4xW1.4 ATTACHMENTS i2r� � 6x6W1.4xW1.4 � V-0' WWF OR FIBERMESH / WWF OR FIBERMESH ° ° _ ? �31/2"MIN. �31/2"MIN. � � ° ° � ° ELEV. 4-3 ° ° ° ° ° ° ° ° ° 2x4 CONT. F ° ° ° A.F.F. O 4 ° ° ° g ; = P ° ° . II=�=� I'31/2"(min.)- 4" 11/2"(min.)- 4„ I° n ° ° ° •. —i —III—I I IT oo ` GARAGE DEPTH VARIES c° ° 31/2"(min. - 4"—I I �1=_�= 31 /2"(min.) - 4" -= — - =III �_ - -I =1 I [ ° III— I - I M 1 - (2) #5 CONT. 4„l1'4" 8„ (2) #5 CONT. 4" � -4' 8 GARAGE SLAB AT STEP U.N.O. MIN. TYPICAL BEARING WALL MIN. TYPICAL BEARING WALL (CD STEP (a SHEARWALL C C rc C SCALE: 3/4"=V-0" 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 #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) I *SIMPSON SP1 I I w/ (10)10d NAILS 2x P.T. PLATE �,P ASSUMED FINISHED ' GRADE MONO OR STEMWALL FOOTING MONO SHOWN o 00 1 FOR CLARITY , _ v c n _I li l--III III �= z NOTE: C *FOR BEARING WALL !=III=; =1 l i— !—' V T W/ UPLIFT ONLY I I I —I 111 I I I — III Ilk FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ' �r GRADE _ 00 ° • UN'l NZED,HE _ -(1) #5 REBAR w/ OPT, MIN. TYPICAL THICKENED SLAB EDGE 117 SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" D. RECESS A CM ' co a _d� RM I rTi;: �=I = I 4 I I ao I I II I IIIII I .��. +�� •+ •• =111 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STIRY) RY) 1'-8" (2 ST GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" 1 MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c .E D T � ° M D \ D .a 6 MIL VAPOR BARRIER D ° D a. "SHEAR WALL" SCALE: 3/4"=V-0" eos 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 HOOK 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 °° . II MIN. LAP [30" MIN. LAP] [GRADE 60 MIN-y= rME o0 R 1 7!8" 1 I f, 1I1 N z T #5 REINFORCING BAR Lllf lII—I COMP. SOIL. (COMPACTED TO — D �}�_�} 95 /o MODIFIED PROCTOR ASTM -1 I-1—I I D—II Tr 1Tf_1Ti —11—III 1T� D1557 — — ! 7 I r— r TrY— I 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2, HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN — a " ¢ INTERIOR a a • �� • .4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e 00 co 6 MIL VAPOR — — BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" Q.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 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) d' w S3 101, . REINFORCING 91 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 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 2x4 P.T. PLATE O.S.B. COLUMN LOCATION z w 0 w J w o W w I SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS t/) z O w Q> > w J w W w 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 BOLTS 6" MAX FROM in END OF 2" x PLATE W D U a. rn W nTI I �I I I '1 I I —I D•° (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8" 1'-4" 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 N �_ WWF OR FIBERMESH �, E ° D III—ITI—I f f—I I 111=T 11=111=T r 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 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 — _ — -° ° ' d a ° IIIs1Il=r 1 I cat M c FOR STRUCTURAL BEAM SIZE & CONNECTION INFO ° a�I coT I . III -2x4 #2 SYP P.T. FRAMING w/ = 11=�=T �[ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - '—'r�* Ir-'T 8" ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3l4"=1'-0" S3 -SECURE 2x4 P.T. BTM. PLATE W/ 1/4"z3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING f I -TRIM PER PLAN 8" MASONRY WALL I I I -- EXTEND FILL CELLS c TO FOUNDATION PAD _ d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. `Q' ' VARIES PER PLAN Cl) -SIZE III MIN. (2)#SVERTICALS - Z O° GRADE _ �j a f FILLED SOLID (SEE PLAN FOR — SIZE AND REINFORCEMENT) c� = —III - ° �• III I-1 ,� Z 1=i III= W -BRICK PAVERS or SLAB PER O W (WA = 00 ll�l • ! • • a — —i_ z < COMMUNITY SPECS ") I FOOTING v UffD i i ii�iii�iiiii ..D •. CLEARANCE FOOTING WIDTH SEE SCHEDULE •all PATIO COLUMN :5o > c) -0 c-, x . -, r 5• _ rr Ike- ;Vt >1 0.-0 T1 v: O ¢�Cl.O'W �U wt/fv Ilg 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 F N E d ° N 0 _ OD CO N_ Ib Y/ ~ rZ ISJ 0 M V LL 0 0 LLW Y, o- Z y.o � o 3@Cm o W 0 m W Z N Ce)n' Z Q ILW Z O U 0 10) U) W ❑❑ z N O �o Az Q � Q J r` M Q) o O � w 0 C N U 6 LU CC _ E U o N o IN 0 �m o CJD �w Z M M ° Z U_ E wa >� Q Z, oa a¢ °a Nwzo <z ww ' o C - C a� Y u �w m o Oz Z� < W Z C/ a7 �' ° Z g ° W N Q o� LL a W w � H �j IIIIIIIIIIII� �O LY F a o �— >CL m m ~ (3)CO M 000 T O CAD cn m Q 0 �o F=- o o 3 Q CY) a)LO Cf- \ r mZ, E Lfi d Z Z iii a o c� ¢ o a) JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. S3M . . .'.. .. .. �... .::."nm�r , , !l nw�u!�! ! �l.In1..�IC+!-0-fvIIl=su. .R4!'A ln-7>�"?f• 2{8f7! _r ��I 'r _ +£_ 1_ I'. 11. ' _ I' I I_!!I �!• I!1 1:' •I: In.! f ] I !t1 ! ,.I r C7 U J Lz rn LO 0 6 0- 9 N a 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE //— VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" CONNECTION SCREW OFF CAP (W DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ $" O.C. OR 4d ❑ POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE TOEEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ PLATE —i WALL IS 1 1/2" MAXIMUM INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x6 (MIN.) FRAME WALL HEADER DETAIL 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 j 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d j (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 it 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 F ;TENSION FROM EXTERIOR WALL ❑ ❑ ❑ ,CE OF BLOCK WALL IS 2 1/4" TO DRAIN C DOOR OPENING DOOR OPENING 51— ❑ ❑ EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. Sq ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 11 a a a a a 4 Q O d 8!, STD. 9d'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-C" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IF NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. ZQ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN, TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 96 3/8" 88" 71" 58" 41" 34" SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL w > 1/4E�n\4 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 �8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° ° SCALE: N.T.S. a ° 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. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 10" 6 3/4" 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 W/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET roP a GARAGE OOR vvvn ! nnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 91 (2) -(3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER:. (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Cep �R 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. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" Q,C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL — / / — GC G 12 �1 SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2 EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT z 4 LMAIN O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. FP MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL-- W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE % NAILS TOTAL) EA. SIDE OF ! <B, SPLICE PICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4} 16d TOENAILS TOW PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 -NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC 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) 3 (4565# SPF) 3 (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING v 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 10d A L 4" -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLEb 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL N I S @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ❑ o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SPZ 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 n --r_ 2X8 P.T. BOTTOM PLATE UU 5/8"x10 J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. ._ r �! i' G <� � a f 4 "w: q s, A co 7-5 �._ o W �v S -r6) b f , w, be�i ;'23�� t.��w !lt., To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W v E 0S _ N 0 ', N ip N 0 3�00 N C '2 a A N 00 2s ft LL Q C J 2 _j 55 d W Z� s� 6 0 0 W o Co ID t " WW 0 °' °' m w Z Co M Z Q Z N OU Q ❑❑ N (h o z o v N z ❑-J C a LLi � U OLU a N A En c W� �S L oil z U O N rn N Q to O 0 o co � w M z� o 5- z ¢ u ce E 8 -° wra za Da m V t— ' 0.0 — C O E Q' X U �� z ¢o U � VU VC a z C"! ¢ L ra c p za =Y m i Fo o, z as « J �s � aw �w rn N F 02 z V V ONE G wK a NW NM o o�3 r F- a¢ ao O o w� o� ax o� o r ;n > M i. N m ca I--- ,. _ M L r` o^O � r O Q � O CC6 o o m _ N LO H 04 O C:) O M Q M 0 LO E LO (� o z co = E ca a E U ¢ 0 W JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. S4M v 0 Cr t h 0 0 0 Co 0 r, Ln LO O t N v .n n 0 ca LO co LO I C" LO LO I N v _ i C a 0 0 a E E 0 L v c J y v 0 c31 U N .Q rz U tl i Z a� y l Y 0 J G? r N LO 0 0 N N O N 0 0 m a 0 N SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS MAX. 9 UNSUPPORTED, NOTESSEE STRUCTURAL NAILING IF >9" SEE 10/S5 SCHEDULE FOR SHEATHING DETAIL ' / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT SKI�KER EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10dAT "L" BRACE TO EXTEND 2x4 CROSS BRACEWEB LENGTH & NOTCH AT & (2)1Od TOE NAILS @ LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. .. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '' BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALLBOARD GABLE TRUSS If NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OS ATTACHED OSB SHEATHING ATTD 10dX3" 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4"LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I �- 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 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 4 FASTEN WITH 10dx3"" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 1/2 x8 J BOLT @48 OC (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF, I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4'' 1Od NAILS & (4)1/4"X2 114" SCALE: N.T.S. 55 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f r X-BRACING, AND TOP CO SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES co 50 0 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM 1 1 2" % RIDGE FASTENED AT AT 24 O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 40� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0>C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL D = Q.207", L = 41/2" OR EQUAL ( FIRST (4) ROWS OF O/C w/ (2) 16d ( ) D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH DQ 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 SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION 4 3 SCALE: N.T.S. SCALE: N.T.S.SS5 MAX. 9" 8d @ 6"0/C UNSUPPORTED, IF >9" SEE 1 O/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" PLAN FOR TITEN TO CMU XCSEE CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I IL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S55 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES II II II 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) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) Q z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO, SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK « 11'-0" MAX. d Y CORNERJACK Q W z IX O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" 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 (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX `CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll e 0 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1Od 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 CO r v iq ,j t , �N a X�' !r�`F '. Yam. y 1. n4l �e lJ g iti µ`an�`, F'E S 5101 1i4 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W tE M 4 O �' 8 O N O w 0 r oo O M0M �. N �p YI Ti J ciMv u LU V J�Lr. � Z N o y O 2 r _� O W rn CP m cus N Z Q F N O U U o W ❑ ❑ N M O � QQN O Q Q � N r M Ln z II a--+ ca W O w g '� w �N � ws v W J 75 in o OD 0 N ®® ti o M w M u a z E E8 Z. Mo o0 19 Z® Co a=W� '6 CL 0° 0 °Q N a o wp <omo ww �� y U 0 K Z ar co.1 �00 09 Zz go NNE w 0~ o may- zol¢ � C T N 7 (� T y N tL m c� H 00 CO O O ciQ v / m _ 4-J N N `s' F_ O C) O Q Co a) LO 1— E C LO z Z y E c c aU E a 0 Q p c a) JOB NO: 22-05600-05597 SCALE : AS NOTED SHEET NO. S5 3 v 0 co 0 0 0 0 to 0 I r` IA LO O 211 N i L v cn n 0 I 0 C0 co LO 0 I LO LO 0 0 0 G L N N a a E 0 x >r v N i T2 L.L 0 U 0 C V U a V .c a N I Y i 0 O Lz N N m t\ a CL co 0 Q m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION -- BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL Lj NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 7'! o 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL 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 SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' AREAS. FLOOR SYSTEM ER PLAN 0 = 1 d �. 112" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" 1° GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL co LL 1x WD FURRING @ 24" O.C. nW BASEBOARD N MIN. 2500 PSI CONC. SLAB MIN, PSI MAY VARY PER MUNICIPALITY c 4 -- r a . \'d FIP .. ' 6x6 w1.4xv.1.4 ' WWF OR FIBERMESH 1I- -I i r_Ti_I I I III a. I FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /—PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2,6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 ' FOR MORE INFO 1 ' 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD I LAYER 1/8" THICK. �—INSULATION PER CHART ON FLOOR PLAN B R CS6 S6 ETAL SEAT OR FELT PAPER FOR V MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK, W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 -STD. 90 °HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA, STUD 2nd FLOOR WALL------ / 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 1/211 NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °O SEE FRAMING WEEP SCREED CDCz '— PLAN t INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I I NAILS @ 24" O.C. INTO TRUSS 0/C FOR THE 1ST 2'-Q" OF I I END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 202 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1 2"x BOT, PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS Lu WEEP SCREEDLu INSTALLED PER. MANUF. o O SIMPSON HETA2Q w/ (8)10dx1 1/2" I �' NAILS AT EA, TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15132" OSB 71— F EXPOSUREI x II SHEATHING — —x—i PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET I C I) II 1 _ IU� G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T _TII 15132" OSB F EXPO EXPOSUREI F— SHEATHING w II II II 2 co SOLID 2x III C III II II II I � ALL o C SBLOCKINGHEATHING 0 EDGES(SEE III OPENINGIL SECTION X-X Lu III III x �� I� Li II %"*11 x E _F 2xSTUDs W III I III II II I� BEYOND. SEE PLAN o III II I III II II I I O 11 L11 — LI 111 -11 _ 11 —II co 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 MINIMUMYa" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN y" K NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL 2 © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai ) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w LL O j O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER r ¢ rz O 6 0 O w w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z �w 2 LL QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O MEMBER IF GABLE END —Co LL NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" 2x4 P,T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIA1 1 rl r1 IA-rrnkl n1 Ann A RA FLOOR CONNECTION g @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-011 S6 3!8PACING 3/9 FOR ADDITIONAL INFORMATION, S 3/4" S 1!2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING TRU RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'4' (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 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 •III 1T- LEI fd :d • . ° ' i d ' J--[ ° . I I, I I II I ICI I III I I—i (3) #5 CONT. ON 3" 8" V-81' 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X Sic A7NQOGL �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.) rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 80X 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 FLOOR TRUSS / SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAL- @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `# WWF OR FIBERMESH 1 �_ .•a .d n.. e a - a—� 4' d a• d \ d d I ^I I I I 11 I Ill d —) III -III (3) # 5 REBAR ON 3" CHAIR 4" 1 -8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 L-, g 11 (- L J (7' r 7} .� � a . r 'dye y . 3 O a. a'W scs It To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 , E QU y,% co m CO Cb 0 r ��co� N rn N C) LL - C J w It Cc J Z C Q 0/ y T C)Z III ina�O' m W w N N Z ¢ J IL OU U W ❑ z N O o z � N a � � N M V) Z a = Q) U 0 4--+ U f>3 w O w o N = C6 U w _ E _ L 8 of U o 3 c m 0 ¢ m —Q N I� o w co o z a U_ U_ EE E wo �� � >N ca R� <¢ 0o o � z O E: N z aQ a z � L ¢O �z m� C - _ Y V Oz z F z Q% m Q W Oho O LL a w W <. oLL ,_ CDQ¢ r3 CD coa L Xo x 00 zla 3 c o T >M I m m C c� 1— M � n OHO U � -2 O cfl N 1— NLO C:) O Q M rn LO E c ' LO O Z Z y E C U J Q 0 J JOB NO ; 22-05600-05597 SCALE : AS NOTED SHEET NO. S6 v_ c rn� 0 0 n 0 0 o co LO Cn LO 0 N ;2 v to 0 Q 0 I O O J 0 CO I LO C�l LO 21 N 0 fN 0 i v� t Q N v E co E 0 x 1— v C J O v c V i .o U a 0 i z I Y i 0 0 0 0 J Q) 1z 0 L0 0 O d N 0 rn 0 0 Q m a� 0 N SCALE: 2" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND \ _ NAILED MATCH NOSING ON OTHER TREADS / MALL ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT ' J kRS IN WALL I ! 2x12 SYP BEARS IN WALL ' 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS (14) 10d x 1 1!2" NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER \ 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 2' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD / STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4-2x4 BLOCKING FOR 2x12 C/ I 2x4 PT UNDER 2x12 I ROVIDE MOISTURE \ PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ 4" X 2 a' TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ G-1 ,-, TOP OF \ STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER �� 2x4 DRAFT / STOP ��N [ 2x8 SYP DRYWALL STOP I MUST NOT TOUCH G ' ' STRINGERS I 2x4 BLOCKING FOR 2x12 SIMPSON A35 rl2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP t PT NOTCHED INTO STRINGER (SIMPSON14)Od MTS12 w! D NAILED TO FLOOR WITH GLUE NAILS) S) x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = T-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER )ED I LED SECTION D-D SCALE: 1" = T-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 114" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , GLUED GLUED AND AND NAILED i NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS E-/ DRAFT STOP �` f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS H I� 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) D FT S P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x'/"I UED AND NAILED TO STRINGER KOR DRYWALL SPACING r \ -- H SECTION VIEW "E" SCALE: 1" = 1'-0" N SECTION VIEW SCALE: 2" = 1'-0' -3/4 PLYWC ON DECK �x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI 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 POST \ PER CONTRACT V / I 1 STRINGER \' OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND s NAILED TO SUPPORT OR 1 4'X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW _ SCALE:' = 1'-0" 1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO 'LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST 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 II 2X STRING�R 2X BIOCKING PSON MTS J2 w/ 1 10d x 1 1/2" AILS 1 \D OR 2X BLOCKING 3F�D RISLT ECTION VIEW "H" SCALE: 1" = 1'4" L p cv 0 9 �;l 1 e� / - CAS. 0 (1)G j y' W � /fir / "00 ,yam a- Al LY .i ~ C ,' �� O xx'019'10i191111 /,®a °?! * •'4\\SE •'•4 J 5 ti5 'i S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N WI- I vF 0 14 $ o 0N (8 8 Lo? N Jti-- # fA CNi 0 # LL Q M u- L- LL W � a 13 0 Z L (6 9O Z _ w =3 }� N N o W in2O1- ,'°' m w Z LO 00 N Z Q 0 LL (2 N O U a z W ❑❑ V M z N 00 Z N Z o M (n � z _ C1 Q) (D 0 4-10 rn i6 w 0 w o Ly N IV Ln JUM 'J U al w � J — 8 L ¢ N O� o w z M o�z < E Z O } N Z z® 0- E -'z w - 2 oa N O X U < �a U 00 , O o � W`; �< Wz L m� - Z$Qo O Y NJ Z , z J 0m <W s� rn F °o< z z go W iC.)�� a �w ao 2 o� Z �k �3 F o w� >O I� v 02. a °3 o�— L r m � Q E- fU M 000 CO OI O Q Cr Cfl C-C> _o O Q0 m ++-'.+ C V 0 0 O Q M rn L0 L0 3 �\ o z ca Z N� E 1 N �p a E U Q 00 � JOB NO: 22-05600-05597 SCALE: AS NOTED SHEET NO. ST ,._; e e p r f� 1 �I I1 fI I I ' 111 rll��l�ll�l� v t� 0 to 0 J CID I LO LO O I N 0 a 0 I 0 01 0 LO CD 0 I m LO 0 v 0 .a a E E L v J N L� O 0 V U 0 i U z I Y i c 0 0 J v t� N N rn LO v 0 O d c v 0 a m V) 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERr2X8 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONAPPROVALFOR CONN. j ; APPROVAL FOR CONN. F! j 1x4 1 X4 x4 P.T. /iFURRING 3/16"� X 3" LONG / i FURRING (2) ROWS 3/16" x 3-1/23-1l4 LONG X 3/16 � /;// FURRING TAPCONSTAPCON @ 16" O.C. &TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH �� 1 x4 P.T. & 1 x8 P.T. 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W! MIN. ; TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. i i �� �i; 2x8 P.T. w/ (2) ROWS 3/16 x 3-1 /2" TAPCON @ 16" APPROVAL FOR CONN. ;;/ j i/ O / % % O.C. & 4" FROM EACH 1x4 i i 2 ROWS 3/16 x 3-1/2 FURRINI 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 2 1/4" DETAIL STAGGERED@12"0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 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. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 INSTALL WDW SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - -- SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX R SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK Z-0" KITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO .) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —7 1 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD, 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.B #5 REB) (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS 77i / / PEI _,//` NOTCH WEB AT +5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 114" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%." 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 JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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 MO WITH UPPER HALF OF REINFORCING PANEL REINF TAR BED AND TROWEL N 0 R REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'Y2" 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER- F. D 1=T11Ill. = I I=1 f 1-1III T' pD. ° ITSI--TTI=�F1I1,1I —i 1l- II- I =11= = c � — i—�I GRADE D . D11�l ° CN °. Cl) q z_ \� T D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY .10 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = 1'-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS tee e♦ ♦ ,R ®♦♦ YP.) FHE !S n ee Ie se .te ee t FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW --I— F--L CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) tee e® 1t t® It 'e*TD. 90° HOOK (TYP.) t®e SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" Q.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4"= V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X O + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4112 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. 4FNO7y (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT + CENTER SOFFIT jPRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS RFF CHFFT m ANf1 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIE MSTAM STRAP SCALE: 3r� - r -v B @ FIRST COURSE e♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD > O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 12' SDS SCREWS — INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG- A •` ° A . a. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 5'-0" INISH FLO > v > •� ° ° " ' ' #5 BAR x ° p ° p. 1.01, CENTERED W/ o ° no 9 H IN TOP o o KNOCKOUT/ N CHAIR BLOCK MONO FOOTING ° .a I . SIZE AND REINF. PER PLAN AND SECTION DETAILS -I - CLEAN FILL .► ° °. DIRT ? z °,• ° ffSyTANDARD o e HOOK N #5 BAR IN FILLED CELL v /./ / /. / STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT - EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. L � O a ' H 4",(Z L CD �,•'Y^-, U � i U O OBI `Itplp/Z W..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. W W O' E a o Q, N p 0 08 ��C9 0 rn��- W Cl) v *k LL Q C -r W ,^ M u_ a- (2 W _ Z t m v f_ o 00 WW N S rn��r?°' m w cc LO N Z Q J I N6 Z N O U 0 0 W 00 U M z No o z � N z o Q �. J N ^ M ^ , C CD W �_J o w � a V 0 w o N �N79 a,� U a W J _ E — m s I _� I L w N U o � c � � e -ilia m ti C �w Mz o Z Z � mr E o �� o0 >� �o Q a z =® ❑ d I— X OU �¢ 0 °U ° E O C"I �z w oo az Wz W � (� C Y U h m� O Z °z z J m < " Q W z rn � Z go W fl- � ¢ <� �2 a cn W =K �- aLL yz w2Mj 3 ° ¢ Z12 O U� T >C) rn Q 0 H n � 00 � r OQ Q t�T N ~ 04 LO o 0 O co N Q w CO LO E E LO 0 z N E C a E .. U _j q p JOB NO : 22-05600-05597 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY I t 1NA9h �144f I_llll.t991_I III O�14111�1111 P 11 r I! I I qI 1 IIII 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 t 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK . AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT 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 s DO NO' BOTTO FLANGE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 r LT\J r311 V V SELF -ADHERED FLASHING DECK JOIST 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 WEATHER VE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOISTAND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) kSHING 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 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK V-4" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z a Lu d W Lu U W cr W 0 2 W DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1� :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 I PLASTER STOP I I I 1 I I I �i� I_ I I I I I I I I I_ I I I I: ►1 I I_ t I� I� I rl _ c CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 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 1 No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and �� building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER JIM 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. RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE AD ESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other a appropriate pproved standard as 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. F�� 1�� Water Resistant Barrier 7.7.At built-in putters. CI 4 a FOUNDATION WEEP SCREED ST RIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO TH E VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE TH IS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - --- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS�� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I II I Ili I 1 I ER STOP 4 NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - 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 butt joints need to becaulked using Stampede or sim. caulk for all CI 4 a FOUNDATION WEEP SCREED ST RIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO TH E VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE TH IS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - --- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS�� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I II I Ili I 1 I ER STOP 4 NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - 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 butt joints need to becaulked using Stampede or sim. caulk for all �.r-©, ,, us <f. 0 �. al a,ti w l 4� (btu ; o. y'V 6 L. 0 d --W N 0 fV rn 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E Q O 8 O N o ID C =� 0 05 [-- � J 0/ C J 2 N o 4z5 # W I� u- W V 0 LL � S p -6 d 0 Z N 0 O 0 O _ .@ N U) . m uW Z Lo cy)N Z Q s Z N O U U W V M � Z tMV M 0 0 Z CD N z o � Q v M N 0 W o - I�cry W � U O Ill a N c R M .) w. U F- J E L� U o N to w co M z O Z 4 � u_ cd E zo w= >� os 14�_� Q E o Z® ow o oo �z o E N ao ¢z xZ L o G Z �Uj m �y O �p Z ZCIOC zz So oa a UCL 3: �3 � o ALL ¢� � }o a x 1M o 3 T- M m 00 Co r O r-O Q coo in Q IF-- LO CN CD 0 M M LO d" \ t- E LO Cfl 0 z E12 a E U J Q 0 J JOB NO : 22-05600-05597 SCALE : AS NOTED SHEET NO. WP N March 15, 2022 -� P. 3 Florida Department of Business& Professional Regulation Building Codes and Standards Paget of 1125nD22 V) C6 � H+ .� > 1 1%11111m1-;a1 f-MW IFI PF [ HCT PP1 �PECIFICAT H SHEET Product Approval Application Detail 2 'MM-ji. L t ►L (20) Q o 0 =a A9 4-9=&1190#I nwilayl f01 _ _ __ _ _ Code Entltr or ,Qgjg Data Oate Pendlnd Date �1 co Tz L1. rypg Revision Versich, :Manufacturer 2020 Thelma TYu Car orationSve Goirtadt Engineer &Lrctrise Yalldaled BY Jas.. arson Lyndon F. Schmidt:PE Ryan) King: P:E. t a ,ated Submimd 07123/2020 07/12/2020 PBS Approval 0712912g2q mved Aanstatus 10/13r2020 kpproved� ��1•/� W /�111- W iVlounting'Brack�edts(lU�atYge4 �rI . As required ' FloridacStatute : - +� p j Q ry �+ r rl+�¢ �+y +d s� Ida rpy t�+t� building j�j �yp� t� a� Administrative �y��a Y�g Code 553.842 and Florida Adminlstrative Ccde � 72, please provide the in aticrn n appi'#:CYGI numbers VI1 11�.+ 6/�IIM �ynnt Ill ' i components n� It.v lllprJ - - �Ic�r t category., : Exterior l)OOra i). - PE+43409 813 787-85.�5. 800 843 7B28 ( } �) 4�-- L � � 4112'x+112'x2-1r :$ a .� n, # ry�+�. /� which �s /�+�� � +�}p� .� }�{ �R,�i �r+�,�y ` r1•� try construction dies will be utilized on the constructi #.Fin prx)ject o •7r rich you are applying +� r a - Subcategory:StlingirlgElRerbrpoorAssem6hes Compliance: Method: Evaluation Report from a- Florida Registered ArChYact ore Licensed Florkla sJesparsan�tharmatru:co m Co (n V O O Professional Engineer � ^` rrRRPt Cross �JtJ�ipaart 7k-"-PtdducYs k _ Lf W (Maybecut tea lttly FM/ 5ed# Product Madel.Number Name OualtbrAssuramis Product Desdrliaticn Cantraat Expiration Date Approved for Use Aonrovetltor in HVH2. Use CXitstda HVHZ m Design Resistant Pressure O - Sim 1a4I1Gi'Igf 3Tllldi'iltlR: f1� �*91'sy Category/Subcategory o �l b �,j Legory � �7 fa to er Manufacturer 1�1afiV li��LY r'�wi _ Pf l4�'MV711t Description Product Approval 'Numbe s �� � Test Pressures Exp.Cate 1 or a, Thenna Tru R6er Classic and Snrooth Star Nominal 12t3f12022 Yes Yes Yes NIA .� 13 (v - Composite Edga Ebarglass$mgla Door O � y� > 1:r �I E TERiOR OR11S [t] ( '" ,.l, ,,x- R Ilt stacket,.16Gatl 10 2 b, Thwma-Tru Fiber -Classic and Smooth -Star Nominal �lmpad& uvLO ue 123 f2022 NomilirnsWng/0utsv�n �canhguratiognl �q Yes Yes Yes NA ♦�,I O �e •� � 0 �_ ...�.... a - � sdel'iittes) (Inswrigiouutte*ng XO OX.or t,>;o ,canngurstlons). . . /`1/1 (� ♦ion L•-• -+Wa 0- .�' vJ �. G �hy,) j� SWINGING A. ii'1i1k71+*� :may ThermaTru .. - ,: I m o h �y,' �g � j� gp�.+�� C C4 .may s - Smooth-Star Fiber -Classic and 5+*11 t•�r.lY'4r �1'hi1• '13.ar L 20 FL i�1 +.�.*�. r.. 0./ 0 '�Tf �:#i � ,. 0 �s�I 1:��1��1a#iG �� �� v ""ill .1 'Sli 3 c: Theri»a-Tru Fl6er-Glas9lc:and Smooth -Star Nommel8&#3g6 uotlm avt&4o40:: ue "72}31f2622 Yea Yes Yes NIA 4•F-� }r (Tip.) Therm aTru Fiber -Classic and mooch -Star OOP CT) FL2046 +67. /-67.0 psi 1 /31/20 Composite. Edge Fiberglass Double DooR+nnith of ,�at�5configurations) (Ins Gu�eing;xXar�XXo <C "' - `'"..`'��..,,� ., 4 d; Tnerma•Tm Flber•Classlcand Smootn-Star Nominal8&#390 &quot;lmpad&quot Opaque 1it31f2022 anmPosite Edge Fiberglass3mgle Door pnswrnglOutswling; Xcon6gurshan) Yes vas 'fey NdA �y �yy Therm aTru y�+tl ,�+4 (,� e� �f1 j�, �y�p y� +��a �s and Fiber -Classic and 7R1oot - tar 11I I�A T /'�.rj p'+� F 1ii"'1'70 �yf f�j� . �8-.0/-8i0.0. t �r/� +�(y �jl 12 31/.C.02 -"^•�.. F[ 'E #14Sejf riUlr7g: s.' 5 e Thermo Tru Fber Classic:and Sirioatit-Star Nominal8&#390 iq.ot,lmpod&quof Opaque 12131gQ22 Composite Edge Wbergiasa Single Door WtL,h Sidelta(s)OErZngtdatswing;XO,OX0rOXO 'Yes. Yost. -Yes NfA B. SLIDING - MI '�Windo s and Doors Series 420 FL15332.1 - FL15332.5 +40.0/ 40.0 psf 12/31/2024 # configurations) -. Yes PIT • Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 6 f.Therms-Tru Flber.Classic and SmwthStar Nominal8&#3g;0 u lm d&quot Opaque 1Zf3lf2022 GompaeneEdgeFitrergaaaDoubleDoorvAihar Yes Yes WA &3 .: � � Edge W out 6idelites (InswinglOutewin9: XX or th C. C CTI1��1t,�,�, �NsPlrVr7N"iL ' ,.�1 a ne +�to Wayne-Dalton YYGI IIa�i 11ti1uPn ,8 �I8 0 { •��. 5y �ill'�aA7 Rf lV14.r f TT71 er ¢ Series '},�,ar,�i F LTid. .. - 5i � 1 9P> psf 3 1�j° 0 3+ 1 V1J'GAd sub r 7 -. .. '.Tharrna.Ttu FIWClasslo,andSmooth Star. g ... Ploiifi Fi&#39$ not lull avt& ol.Giazad- 1213T2g22 Yes, Ys Yes: Yes A. Nf h#tmrfiClYte5txap i .l( lit {.. yp { 8 h: Therma-Tm Fiber -Classic and Snmot"tar GompostdEdgeF6eglassSingleDdPi (inswing/Outsvuing; Xconfigumtion) Nominal 15a#398&quctlmpad&quot Glazed i213112= Composite Edge Fiberglass -Single Doorwith-: Yam Yes Yes WA Mayne -Dalton �y �y��'j /jj� t ��j .j�: + } +.�1i err s 8000/ 10018 00 #11 3 (16X7) Series ^ # ,q �y FL4i 'r"�8 0 �y y + psf +'3 0..0/-33.5 ps +�: rj / �y�' i*�1 1 /3 /20 3 Series #1124 16X7 FL8248A 1 +- t 1 /31120 3 1flfelSl'4L+1'.S _ siideltejs) (Irrsw4ngiOutswing; XO, OX or OX4 �onnguam18 s) Front Crosis ioirt Wayne -Dalton y 8000/8100/8200 ..�41-38.3 9 i. Thermo-Tru Fillet-Qlassvand $nwoiMStar Nominal 88AK#9y8&quoklmpact&quot Glazed 12731 Y2022 Yes Yes, Yam NIA -1t y `.I .. ell-4 ,k ,p 1 ,ry_. � .��. q be d Composite Edge Fiberglass=IIi Door w,th or. wthout Sldelitee(InswtrglDuiavding XX or 6XYi4't iA#t Bracket `� #14Self-0011tKiRr ThrUBracket$6 10 J: 7henna-Tru Fiber -Classic and Smooth -Star -cpnf+guratlons)' Nominal8&# "$quoi<trnpad&quot Glazed: 12f3lam CnsWnS/e t.gng;X-asg.,afiSingleDoor IlnsmnglDulffN/irg,XrnrrFigurafionj Yes Yes Yes WA D DR Cry L LOUVERED META L RE Curries Division Est �►>�►DG Inc 607707 ? 7747 anal 847 Single Pairs of Doors � FL11 37.1 N/A (see inst sht � � I jam} +' �jl 12/31/202 Support ,t k Cross Support Into / 11r1#t - -' fi Rott6m Side 3 :i 1 } f. . - 11 k. Therms TN Fiber -Classic andEnioothStar No M#39;0 &quotImpsctSquat Glued 121312g22 F(berglas1: Doprt^rith Yes Yes yes NfA q I YF lcait a :CFY ealCi' il'bt3rrli lle LIS d. =GomposNe,Edglae Sidelte(a) (Ihawing,iOutSmnXO, OXor OXO. + + l l - "- '. ' ' �. q 12 1, Themnst Tru Fber-CMssic and Smooth-3kar configumtigriaj' - Nominal a&#39,0 &quotimpact&quot, Glazed 12/3112022 Composite Edge Fiberglass Double Door with or Yes Yes yes NfA 2e WINDOWS _ without Sidelites (InveonglOubmin; XX or =0 A. A. (�' [�jli �' SINGLE LE HUNG t� �11�� l�yy,.y��+ (�j�i�+► �+ MI Windows s and Doors ��i Series 185 /� FL77-F •2 '�'�/'� �i ,p %�I �f'� +60.0/-6 J.0 psi '`� 10/8/2'0,2.+.7 Some& ais"Wtion: artstryaLiora an; innervated WWI Riiwa�X'WA"o #ltil petit l-laarssaaTnalir i'lmyz van fl Oftit. 13 m.Theme-Tru.FlL^er-Clas�c and Srtrootfi-Star configumbone) Nominal8&tC;B;8 &quot;impad&quote Opaque 17134fZ022 Cgmposne Edge Flbargl3Is Singh Daor,Mth Squat;Nan-Irrlpad&quot, Sidellte(s) Yes Yes Yes WA {'*a 9 P T /y �^g -ellen7 5S00 Series e r v i�I F L239�. NIA l mil' A $ f s„ , 14 n: Thsrma-Tin Fear-Claasidend Smooth -Star (rnswitiglOutswm%I t1Xor DXO conirgufaii ns). Nominal 6&#3g,8 &quat,lmpact&qual; Opaque 12131 r"2022 'Yes :Yea Yes NfA Composite Edge Fiberglass Double Oac-Ath &gaol Non-Imnad&quot Sdelites(InswrgVOu sv fig; OXXO configuration) B. HORiZONTAL SLIDER Ml Windows and Doors Series 188 FL15351>1 +55>0/-55.0 psf 2/16/2024 Florida Department of Business & Professional Regulation Page lofa 15 'a. Theirriz iu Fiber-Classivand Smsctf Star Nominal 8&M.0 &quiWmpaptSquat, Opaque 1223112022 Composite Edge Fiberglass SingleDoorglti Squat;Non-Impact&quot; Sldellte Yes Yas Yes NIA f� r� FIXED +���+ j�� �+j�q�� + r� �J Doors MI Windows and f. rs �rpr . �y� Series 185 ?���+ J FL1'5349.1 ` j�j +�*y �j +60..0 - 0.0 'f +}j�j(g/� 4'/+h7:P2023 Building Codes: and. Standards. Product t2r1p12027, 'a• 18 p:Thermo-TIu Rber Classto and SmWthStar ;(Inswing/Outawing; XO OX or 9csOnrtgu atlons) Nommol 8&ri39,6&quot"Impad&quoY'OPaque 12J3172022 Composite'EdgeFiberglass DoubleOborwith Yes Yes Yes WA �I//�'� PVT Series5 0 Series �'' f+��4 FL2 i'1i01r NIA ,r+sp �*yA �.i11 02 Approval Application Detail yp,G0 Y i7 q. Ttwrma-Tru Ft,ei-Classic and SmggthSiar '$quat,Non-Impad&quot;�delites(Ins rig%Outsving; conP#39,8 rt) Nominal Nominal8$ff3688quotNon•ImpadB:quok .Opaque 12/31)2D22 Yes Yes No N!A D> MULLION Mi Windows and Doors Series 5764` FL15353.2 NIA 1213112024 rrodo SYge. yomlon ANlnnatron.: 2020 M@0gt urer: Smart Vent Products Inc ca"Jioryt StructuralComponents t:r C,ontact., enaineer Users. Validated 8v Michael Gmbam- HarmesP Naem P:E Locke ea.d•n PE, (877) 4416368 PE 73778 (354)30b1800 Dane Data Dare N"(11ho pate Valldazad.' u' to FlCAaororal Aaprov>A state;i. 17!161202a 1211 sf?D20 12I2e/2020 Appro�d 18 r. Therma-Tru Fiber -Classic and Snipoth Star Composite Edge Fiberglass. Single Door (Inswing/Diutawrid; Xconfiguration) Nominal 6&#$9,88gtrot Non- Impact& oust, Opaque. 1V31f2022 Cling i14 Ed a Fiber iaam;l1 C g gla Dvvrwfh Sldalta(a)(InsunngfOulewing; XO,OX or Q7L0 'Yes Yes No N/A � P T •, �*s,�ip�es 500 .y erie 550 _ F 1.1 1 5/26 0 Subcategory: Products hltroduedosa Resultof' info@smadventcom E. OTHER 1g Therms TruF S7rwothu5tar configurations) 1.2/3112022 &berglassnDouble Yes Yes No NIA N-T-hnology s: er-Cla'Lvic and: Cam nposNe Edga Flgr Dogor oque Cwnpuanceare .&E-ki.ti. Report:fronn •yathout Sklelites(ins wirig[Ouhsuiing; XX or OXXO Florida Registered Architect cra Uaansed Florida --.configurations): Professional. Epglncer -r 1 '. 20 t Thelma-Tru Fiber-Cassic and Smooth -tier Nominal 8&#39.q &gttvCNon-Imp tat&quot Opaque:. 12/31/2022 ompvs ie Edge FfbergIII; single Door (InswingfOutswng, X conflgurgiion) Yes Yes. No NfA s PANEL WALL a-* -.:litadar. Num��r Name Prpdgct ouallty Assurance P roductDescriottan car,trad ouasign.Date "" lmmovea for use Abaravedfai Use hpoad Deewn--- n owmide rmii - tars. > Nash _. _.. _....,...,. .,__-,.. _....... _._. > James Hardie Building Prod. _.__._ _.._ ,� ....... - - _ Cem lank Lap Siding and HardiePlank La SidingFL13192.1 p - FL13192.2 21 u. Thelma-Tru Fiber -Classic and -Smooth -Star Nominal uot-N6n-Im adt& u O a ue JM11- ., &9 ...::.... P g 01,"...P.q 2022 --Composite Edga-Fiberglass Single DoormfN. Oriel te(s)(Iruswing/Outswan; XO, OX or OXO Yea Yes o WA N. A. SIDING NIA .. 12/31/202 1 I 2 3. 8lrfanVent. Nldtlel#1540-510 Sm.dViif Mdel#i540'Sti manVant Odel#i o520 S M 54 Dual FunCfiCt'Flood end V2ntAabon Vent 127S1Rg23 Dual Function Flood and V.nilla6mVeit i213t7202$. Insulated advent - 12 fp, 123 M 'vim Yes NIA +108L106 Yss, Yas_ NIA .1W100. as e9. IA +1 ODF70Q Y Y N V -) +/ 22 v. Thermo Tm Fibe-r-dsamicand Smooth -Sear ,canflautatlOnsl -Nominal8&#9g:0&q-tNpndmpad&qual; Opagie 1213112022 Composite Edge Fiberglass Double Doorvoth of Yes Yes No WA o E. SOFFITS Alside Solid and 'Dented Vinyl Soffit - - FL15272a1 FL15272.2 - - +75.0175..0 t 1 131/2023 4: $martv."im gal#,154d521' Ins tested Flood Vent 12alaaZ3: Yes ties NIA r100F70b + - &out Sldelite6(Inawng10ut5wing; Xx`gr OXXO +r t "y D , _ /T1 (�,+� �fk y+Y 1�L�1�y�Y �Rp+ pry Alpha liiill ':II I.Rr, .. . - .. i �I'�i and 'ent+�d Aluminum i'it FL7�65 FPS _ 'i• �g-�,1� „L� �irrl''F: t �rJ a'��}a� it +Ci�C ._ ....: , 5 SmaifVent Model #1540-524 16& utl :dare eDwr Flood Vent 17J31/2d23 T% Yes NIA :NSA ,_ ' 6 SmedVent Mbtlel#1544579 Woad Wail insulatetl Flood Vent i2r3i12ff23": Yes Yes: IJifti tODE1Dq. 2C ,,. - T e E ve h rma Tru Ibex Classiaand Smvath Star _ .. Configuralions) Nominal 39 ua $ 1 11.... omin .08J1 ,8 &g t,Nvnlm d uat Glazed 213 2022 ,. "Ra 9., Y as. Y es. -1 1Vo. MIA � 1 ., t, i 7 SmartVmt Model,#1540,54 14.58quot: Garage Door Flood Vert 1MV2g23: Yes Yes NIA WA ,i't►Iui_Ilil r .• Co osite Ed aFiber lass$m a Daor g" 9 g. (� "-- flnswingfDutswug, Xwniigurebon) C. OTHER 24 25 IL Therms-Tru Fiber -Classic and SiToothSiar y.Tpernie Tru Fitter-Classlcond Smooth Star' Nominal 88M9.8&quotNbn-Irnpad&quot; Glazed 12131/2022 Composite Edge Flb�glasa 5l le L7oor with Sidallte(sj.(Ina+ninglCxdswing;} O, OX. OXO bonfguralions) Nominal B&#3g;$&gUotNgn-lmpaC44,qubY Glazed 72t$12022 Compaslte Yes Yes Yes Yes No NIA No N/A CM C i r 7 Florida Department of Business & Professional Regulation . Page 1 Sri Edge Fiberglass Double Oocr with or without Sidelices (InewingfOutswing' XX or OXXO wnfigurationc) ,r•1 p�/•y,�P�C ���•1t 4. PRODUCTS Building Codes -arid Standards tn4rFhz �•S�V'�i�'rIIT/V 26 2 Thermo Tru Floor-Cla band Smooth -tier � Nominal 8&fr39'O& uatNon-1 ed& uot':Glazatl 12131f2022 � Yes Yes No NIA: (� � . A. L� ir.� 1 ASPHALT SHINGLES GAF L" AF +} �I�y }��+ I +fit 3� Tab, Dimensional (�j FL101 4=1 WA 2 �'y0 '�i 1 �i1��f.<f #. ProductApprovatAppncationDetatl ComposReEdge RberglassSinglel Door (nsvAgNJutswng:.xcgtisu2toM � �� 27 za: Thermo Tru Filaer Class(c.and Smooth -Star 'Nominal 8&#3g;0 $quatNOn-impact&quolGlazed 121312022� Composite Edge Fiberglass Single Daor wiih Sdelte(s)(lnsWN1OutvWng;XO OXorOXO Yes Yes No NIA # •s'"' � -�.-+ P _ B. UNDERLAYMENT „ � Tamkc for Shingle Roo � 151b Felt Underla went FL12328 NIA 6/2912023 code- 1(ar.lbn. _ Manufacture, - - dy Itv...or Contact Emmoaer&U- Wlljdalid Sv ap�te Data Care Pendi is r. llalltleted Submitted faCAgoraval Aoomt,ed status 28 zb. Thermo-Tru Fitter -Classic and SmoothSter vonfig undons). Nominal8&#39;0&quat;Non-Impact&quot;Glazed 17J V2022 th Composite Edge FlberglaSS Double Doors OXXO Sideltes OXXa Yes Xes No NIA uJ - -`� a 9 a� �•. �s•� Inc.j ltaa*�t Pl lass USA, r c(ter Tile Roof) �� ill �a�t'. �y�t POL 1 TICK TU MAX✓'t } FL5259 .t11! NIA e/3 .3 12/231202 Revs. 2120 Dralrel Metals. Inc, Jason Shumate Zachary -R..Priest Lasko Booden P.E. pBItOP2020 08f0812i120 (SQM020 10AW2020. APW-d ,w'rfhout (Inswirg)qutsMnng;Xs(or configurations) ¢ C. �+!+ �i ROOFING FASTENERS NOT USED Gategafy' Roofing compgai' Metet9l Roofing CVnpllance Method: Evaluation Rsprn born a Florida'R6gistared Architect or a LI-sad Florida: Rrdaesimal Engineer CW7)3M-1511 PE•T4021 (3341300-1800 1^rhumeta�drexmet:com < „-2 _. •„ - : D. ROOF VENTILATORS Thompson Arch Metal Comp. P P Off Ridge Vents � FL16918.1 - FL16918>4 N1A 919/202 y/�r �i� Jii �3¢] ^�' ��)J' /y OWMAS",Mce Aeurowdfor Use Aaarovedfor Use 1grow DealFlorida �yp�p+�+� �}i�3 +�R4/�+ Metal Products, -.II IL. �} YGiI� fit 15J F 1A.+�7 .+J i�i/A /�<3:e. 1 1f tJ, �i sea #.., 1 ProtllPCt Model. NUMber or Nam@ Dre#ei Mete= Qfing `95" Produbt De6orlptlon ColllYaeF'P.xolratlan Cafe: DMC 106NS;; OMG 1508S, OMC 175SDMG2b05, 121312025 OMCSv In Hy OulmlaeHVHZ Resistant Pressure Yes No NIA +0/-lea Florida D2p0d]Tlent Of BUSR1B55 >gjr P(OfL�SSIQnaI Re Building Codes and Standards Pagel aF2 1�apzi w rt -- � < � . a- 0 � o Lomancol Inc DA-4 E ahust Vent FFL17202>1 +97=511-97.5 psi 1 1"10/ 0 5 Product Approval Application Detail �' L• E• ROOFINGTILES E3oral The Villa 900 FL7849.27 - FL7849.28 NA 1213112025 Borat Tile Saxony 900 FL7849.18 - FL7849.20 NIA 12/31/2025 Code E1111[y or eta ago Pending Florida Department of Business& Professional Regulation Page 204 TV Revlslon Version_ Manufacturer 2ozl MIWndcwsand Doors contact Errol Near& Lroaitsoyatiaatad l3v.. BrmtSlUnger LUIsRoberto Lomas .StevenMUich.PE Yalltlatod SUbmttled. 10i161202a iQiW020 FBCAguruval. laf10R@20 R atl v Zan 12JIM020 APpromd D yy,��''s �,�yI,-O j ,r+S�* �•+�g C 7r �+ DMC DM�I 1ti0N OMB 150SS� DMC 175St Building Codes and Standards 1/26,2022 1 CM.epory: Exleriof Doors (717)385-3300 :PE-G2514 (717j 317-8454 Product Approval Application Detail F. METAL ROOF Drexel Metals, Inc. 200S, DMC 5V FL17579.1 +01-180 12/31/2025 CobCaiegpe9i�ngExtenoiDoaAsaa�res Complhnw Method: Evaluation Report from a n in�er�mlive.�m Florid* Registered Archdact are Upensed Florida Professional Engineer 5c4,g,4.. Tyne Version ManuFaeturar ti. o' En N r Contact Enaiileer&Lrcense Validated B+i ta: ...oats Pending:;: Q:ii_ ". ValldateA 5utm11tted FBC Approval RpproveU status PL!!38 sea 0 Product Model. Number or Nang Quality Assurance -product Deserlotlort Cantraot Evokation Data Aoprovetl for Use ., Approved for Lisa Outside NVHY Imnad patron Reslstanr Prawns rqfra3. u, 1 �r �R+Si 5. SHUTTERS Revision 2020 - Thelma-Tru: Corporation Category: Exterior Doois Steve Jaspe rsod Lyndon R Schmidt RE, Ryan a King, P.E. (800) 843-762a PE-4MW (813) 767-6556 04M5202i 12f31l2020 t1472212g21 OWD&2021 Approved /7I 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12)3laQ24 No Yes No NIA A. STORM PANELS - � Global Protection Products Galvanized Steel Storm Panels FL15076>1 - FL15078>� IWA 12/31/20 SuoGategor7f Swinging Exterior Door Assemblies- ejesperson@lhermatru:co Colnpllanea'Methgd: Evaluation Raportfrdm a m 2 SERIE6420ALUMINUP6 SGD 1463/4,42CAUMIN MSGDREI XORCF� .SERIES 420ALUMINU0.1 S6D DX X0,XX 12131/3024 FORCED No Yea Pb NIA Florida Registered Architect or a Licensed Florida Professional En atear ` 9 3 SERIES 420ALUMINVM SGD REINFORCED 964WS "G&quot, NON ReiiN SERIES420 AUJWNUAASGD' REINrORCEO DRO' 12r311202A 14 3/4&quo[;zES&AutQt No, Yes No. NIA � • . American Shutters & ass All Am noelI ' y�, �Y '. - or 's' Galvanized Steel Storm Panel FL17859.1 NIA %..Kk -. d31 1 12022 .; , . _ k' ,SERIES 420 ALUMINUM 5Gp REINFORCED EERIE$0.20,ALUMIMUMSGD'REIMCORCED;Dk:: 12131'12024i No Yes No 'NtA. Ouallty As.9uTanga Approved for Use Apployad for Use Impact passion SadA produet Model, Number or Name ProductOnesariPNon Gpntract Exofratlum Data In HVHZ Outside HVH2 Resistant Pressure 5 SERIES 420.ALUN�NUM SGD REINFORCED. XO,XX 96&gsPtXs6&ggok SERIES 420 ALU MINUM,SQD REINFORCEDXXX 1=112024 i43&qud:x988.quat; No Yes No. N/A 1: a. Therrna Tru Fiber -Classic and Smwpth-Star Nomina1=.11 &quot,Ympact&quot Opaque 127312022 Na Yes Yes N/A -Composite Edge Fibeiglass5irgie Door -(I nsW nglOutslving' x Cgntiguration) . STRUCTURAL �I,� T't� COMPONENTS COMPONENTS 2 b:Yherma-TruFlgerClassldInd Smodh-star- NominateEdg$ibengl'rrtpacngleDo.paqua 12t31Y1022; I410 Yes, Vas MIA OompositeEdgeFiberglassSirtgleDoarwitli� 3 a. Thermo Tru Fiber Classic and Smooth -Star - Sidelte(,",; dng/W5Wng XO, OXa 0X0 confiI ratons) NPrmiial S&#39.88quotlrripacffiq�t Opaque 12/3112022 Composite Edge Fiberglass double Door With or No Yes Yes WA Florida Department of Business_& Professional Regulation lei ds yQ A. �1 �} 1Jt��"'� D /TM' "'jiY jE j"�T ji�Y. f WOOD V `S.�i.r• r 9 '3J' +V ! /'3 •``P }l4 rdYtl rP+�1 'L.ir�lnn> V Structural 3,ir IGAi. IL ,f C� t� +�.# >r7r+3••g,�+ LhKdIL 4. d.Thermo-Trufiber-Class(aand Smooth Star -viithoutsidclitespnswing1O.tswTng.Xxor- OXKO configurations) OrO& t.Opaque 12131l2022:'. No Yes Yes. WA Building Codes and Standards IIN2021 }i ---- �'s�,j/'�-�},�t - -- - - ANCHORS �a�5r�p3 �R Simpson Strong -Tie ice. Cl r, 3i see chart Composite Eggs Ffberglasa:Salgla Door (lnaw fig OdtsvAng Xmnfigdradan) ProduoFApproval Application Detail FL1999,1 1213112024 5 a"Therma-TruFlber•Classicand Smooth -Star Ngrnm2I8&#3$0&quofilmpact&quiOpaque 12nW2022 No Yes Yes WA E. TRUSS PLATES IT�t11 BuildingComponents - - v g p Alpine Truss Plate p - FL1999>4 1+llA nw' -Composite Edge R bergtass:Ski&Door wnh Sddte(s)dnsvnnglDutsnnfig:XO DXgrOXO . COnflgwt8110n5} TV DO Cod- - Verslerr 0.lanufulum Enaty pr tattled Eidlneer&license validated Be Fla ally daiad Submitted Data Panaliip FIsCAporoval si Approved „^talus W � MiTek Industries -Inc. f Truss Plates FL2.197.1 - FL2197>5 NIA 12131/2022 8: f. Ttlerma-Tru Fiber-Gassicard Smooth -Star Nominal q8 1r,11 notlm' ct8 uol; us 12131t2622 " " '• q Wh Compositg Edge Fiberglas@ Double Door with or .. .., -,. No Yee. Yes. NIA R.vslm 203 Wayne -Calton, a-dlvrsimi of 0va11-1 Door ..... Oarpomtlon D.graybe Kmnlsh John_E. scetes Jeffrey P Ameson;PE:. ($301763.81E1 PE-51737 (904)8215200-. IDl1212020 Ogr2Qf2020 _ 1003n020 12/1512020 Approved //•3� V ENGINEERED LUMBER - s '. teyerhaeuser ... ,.. Rim Board, LVL1 PSL,� LPL -; . 'S 7_. - 5` .,..." FLS FL. 5. NIA 3/31/2023 twin UEidalitea,(InswingtDDiswing,XxarDXXo. conflgum9lonsj >1 .27. Category: ExCerrpr Doors dkomishOwayne-daltm:c � D. MATERIAL Cast -Crete Corp. • High Strength Concrete Lintels FL158.1 NIA 5/2112022 7 g. Themla-Tru Fiber GMselo'and Smooth -Star Nominal 5&#39,8 &quoklmpap%quat; Glazed 12aWQ22' NO Yee Yea WA Composite Edge Fiberglass single Door SurrCafagorY g41LI -1 Exterlor O-AIsembns, CompllanceMaN oa: Evmuallat Reponfrom a om � 8 h. Therma-Tru Fiber -Classic and Smooth -Star (inswirgR7uiswktg; X mnfiguration) Nominal,8&#3g;8 &qupt;inipaot&quok Glazed 12I3lr2022 Co osifeEd eFi. ae iS Ie Doorwith. mP $ Ina ,- No Yam Yes MIA :..::, fLN83a&1FLII Needs RagisteradArahlteat or a Licensed Flanda Pr lossla..I Engineer .. :.,,:" Produ23s :., :: -;-:; , :.'.. ,;:. ;. -.: „,. -:. ':: ,,.. ,:: .:.. O - , �'1 p•µ•Srps j',y�y�•+ p} Products, � /+I.r.' c Inc - - C.mmerc ial Concrete i�:1iJ 7•Y. - .. - I� i.:. h Siren th. Concrete Lintels ' FL1774 NIA 51. '024 2512 9. ii. Tiiarma-Tru..Fiber-Classio-batd;SmootliSYar Sldeite(s) (InsninglOutstii fig XOr OXar 4)}(O configuration&) Nominal 6�#3$,8 &quot;Impaatpgtiot; GleXed 1213112(12^z�:' Compaslte Edga Fiberglass [couple Door wiihor N. Yam Yes NIA sea protlud Model. Number or'Naroe gw�t nol'at ncc Product CeserlorJon- Cmeracf CkolratidnDate e AonrInH far Use In HVHZ Approved for HVUse oiNsldeHVHZ: Imped PDievan re.. Rteslstafit- Pressure� L YAligut Sidelites (Inswirg/Outamma: XXor Q)iX0 3 6000/8100I9200 #1105 &&#3e; a In top or i 1 em edi 1, height Glazing i2/312023 9vallable In tap or InfemretllMe Sedron No Yee Yee +31 OOF35:00 10. J. Thelma-TrwFibar-Classieazro5moom-Star configurations) Naminal8&#3908,quotlmpect&quot; Glazed 12131fA22 comptssi Composite Edge Fiberglass $Ingle lToor No `Fas Yes NIR 10 8000/810M8200 #1123 _ 16&#9S Max widen 146#39: Max halyM. GlaaJng. 12t3112023- avallat,* In top or inlemtadlate sodten No Yca Yo9 +70 Wf-35.50 O u fiWMg, Xpontigtil'attbn) 11 e0Qd16100020D#1124 168#S5' Maxwldrh 148#39.. MaxheightGlazing. 12191,2028, No Ye Yes +3440F38"30 11 kTherma Tru'Kiper Classic ani{Smooth-that- 'Nominal8&#39,0 &gwttn14aai&q I Glazed 12131f2022 Composite Etlge Rberglass;.Singlo Doorwltn too Yes Yas MIA :, available -In top or §rtemletllate section, � 4-0 Sidelie(s)linsrnng/Outsvan& X0; OXor OXO The ` products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection •... of these products, the • •. following in rrnation must be !, 0 12 I. T4 a ma-Tru Filter -Classic and SmoathStar a nfiguratrpns) -Nominal 8&039-,0 &quotl quok Glazed 12131f2022 Composite Edge Fiberglass Double Doorvth No yam Yes NIA - ' - ar Mhout Sidelites(1rzwing/Outswing:X(gr OXXO available to the inspector on the jobsitef 1) copy of the product approval, 2) _0 13 m: Therma-Tru Fiber Classicand Smooth -Star co minal unns) Nominal 6&#398 &quot,lmpact&quok Glazed Molded 12i3112022- No: vas Yes MIA : Regulaation O :Open Composite Edge Fibet,Q(ase Slrtgle:{'uobr Florida Department p} Business 6r Professional Pape"left 14 n. Tnerma-Tru Fiber Cfasslc2nd Smooth-SYaF onswirgmutswrg; xognG@urabonl Nominal 6&1t39;8 &quoklmpactdqubq Glazed Mdldea 12131/2032 Open Composite Edge Flbarglase Single Door Win Glazed Molded Open Sideltejs) (IneAtng/Outswing;. No Yes Yes WA _. ..._, .: _ ,.._._ .w-.,.. _ ,.. ,.... _. _. ..., .:.. ,. "_.; Building Codas and Sta ndard9 Product Approval Application Detail 1&2o21 15 o. Ther ini Fiber-Gtassic and, Smooth -Star. XO OXprOXO,ganf' urab... Nominal 6&tf39,$ &q pt;lrnpaa)18,quaC Glazed Molded 12f37T2022 :Na. Yes Yes MIA. n, W 0 an Composite Egge Pibeiglase Double Door With lazed Mold dO Sidelites. . , ". ._... ._. :,-.„._.,, . ,,:.,.,:. ._,.,, ,.... ,.,., ::,._ - ,... .., .. .. ,,.,_.-... .. ... ,... .. _w..»_ .,....,. _,.. , .. , „,.,, , ., ,.,,., ,..,.,. ,. .�. ,.,.... ...: , , .<., ..,... ,, ...,,..:R, < .. .. ,_.>„ .._ .. , �.,.,,. , , ..,... .. , .,G _.... ...... , . .. ,.v ._. „ , _. ,... . ,.. ; , „ <:,,, . .:i „ .., .. ,., „ 15 . ." Therms -Tin Fikrer-CJassle Smooth cr without.G e pan QnsY4nglOutewing'XXor 4XX0 cWrrfigur2itioris}' Nommai 6&ff3g;8 &qupkirrapact&quok Opaque 121SV2022' _ No. Yes Y.ea.. N/A _.�...._.. -.,, .. ... .. ... ...:.. , .,:-:,.. __. .. ... ,,,.. _ f ,,. 7ypp' coda Version ' Inanufacturar Entlty or Contest. Endneer&License Validated a, :Dam@ YaYtlated -"u3 bmtfteII DaCo PBndnd- :FSCAnomval- pate Aooroved Status `i i p. and -Star _.. ,..... : Composite -Edge Fl berglasg Single Door w§ih Nblded. Open Sidelite(s) 0nsmriptoutsmrig:-XO; OX or OXO _..,___ _...__ _.. _ _. _.. ... ._.__ _ - _ _ _. _ ._. _ .. ...... . .......... _. .. _. _.._.. ".. _..._._-.... .._____.... __.___ _ _...._. -... _- __.. _.. ...__ ......._ ,.. ... ._,_. ........ _._, _. __ _.._ _. __... _ .._.. _..._. _. .._.': _.. _.. _.. _ ........,. .-,_.. __ ._. Revision ZQzn cwda9 Dlvisal cIAADO. Inc, CM UL LL Ishop.R Toni RAttay .. C Troy p. E 16413 49d-2613 10543 Fi47.0880 12MV020 12A 112020 .. n12 21=20 ....wed 1.2 Appr ca 77 .... - q :Therrna-Try Fiber Classic-andSmooth SWr configurations) - Naminal.6&k398.&uolma o O ue. 12/34t2(122- q k P Ot&qu k Paq CampositeEdge Fiberglass paubls Cborwiltn or No Yes Yam WA ' _ ..._ ...._. _ _._ - _.._.. _ _ _ _..,_.. .__.. _ _..._--. _., _... _. _... _. ,__..m., _.__.._ _ ,._._ - ..._. ., __. _.. ......... .... -.____._ ..._...._ .. _. _.. __..,_ ._ -... ._ . _. _. .._. _. _ categ ry-. EDoriorD SubCatepory: ExtenOr Door Components Coin llancaoaernoil: Certlncation Magi wLisun P g :, tbm:rabay@esseadq.co m , :. W,thoui Glazed Molded Open 5delites Iry ! X or XXO tations.. sw1 Dufsivin X O m : i PL.Y4k`I ., 'Pradyi, t$ ri ,., , _ a.. ": .: .,,.;- '�' ..... ,, ;'' .,,,' i'" .. •, _ .., : , '€ ,� Chraild:Assurance AwrovedforUse Approved for Us Impact n AP P Li CA NT S IGNA TURF DATE ten# 1 Prod ud Model Number or Nama 6g7, 707 727, T47: 75T 777, and 847 Singleend Poks of Ddo 9 Product Descrlafian Comrad Ezoiratlgn Date. Flush Glazed, end Louvared singleand peirscf 12J31I2025 hdlpwme a ripe s. I.n HVHL 'Yes O.Woe HVNT Yes Rasistard Pr",ra Yes NIA O Florida Department of Business & Professional Regulation Building Codes and Standards Pege1'dFI _ Product Aplsrdvai Application Detail _ _ _ . _ ..._ _ _ FloridaRegulation ' a Department Baseless &Professions eau to C Building odes and5ta Harris Pagel prx >3J2Q2 Q z Product Approval Appllcatlan Detail QRft Entry .De" Done Data Pending D� - Z Ste@ e on Maituracturer Contact Enolnse aUQ Meyall"Od av vdldalea SubmN[ed Pl1CAodrovel Approved SIA s code - Ervilt,or We Oat. - Date Ponding DIU Re14Saf 2020 POT Industries Jens Rasa.* Huila -Dade 6CC0-CER ldaml-Dada I3CC0-VAL 11119f2020 iore 020 1124=20 Approrad - - Category, atador Doors (94l)486-0100 (7as) 315-2590 - J .iubtalegw-.$Ilding Worlor Door Aesaniblies )roaaaekl�pgllnaustdea.p Tae Y,ersio Manufacturer C.on# t E. In ... &Llcenae Validated 8b validated sucaritis FBC Aaardval Annmvad � ^ LL Cumpeanca Method, GOTImostlon,Mark or us➢r g nm Rewalon 2024 EMI Windows and [).a. Brent blt(Isger AineYlcan Architectural assert V. UJ1ch. PE 11JI712020 1-111 Tf-m20 1112712020 Approved •»,._;_ : "" 2,- ,,, <r" ., ', -, j .^ .''. .,• ,3' C ategory: ndorva SubCaegory:Singia Hung. t71Ma 7)365.3300 nufacturers ASsocbtlon i7171317-a454,. o5tl'nger�m[.b.cpm - SHEETN0. _ ouallN Asawanee Approved for Use Approved for Use Impact Design Coinliateassathod:Certl#calionMarkaListing P - 91 - PJadudModal.NumberprNoma 9GLi55 rQ (Larga.Mnsstla lmpaet} lInodud Desolation C ntract Em#ratian.Data Vsr)i Slid.9 Dias Dpor 04M412021 in 14W Outside HVHZ Resistant. prossUra. Yes, Yee Yes'. NIA - Sea # 2 Product.Modei. Nreeleror.Nama 185 SH 9UaliN Assurance eruct Deserlpdon cotterrrot Exdratlen case L-1 ted Glass Frame IGlSG &#tale Hung i 0/0a12023 Lamnelatl Gloss Approved for Use- In HVHZ tun AA....Ved far Usa Outalde HVHZ yes Imnad Deem Resivant Proseturv- No +Gi/30 - - PA 1.0 . ______ _ a uuulll L�l .-L I . d i1 -, , .l 1A , J#Ai&L,A a1A1AAtli tU,s-"iiWL4 61tiA4i "ill 6YWi ,I,,1..L l ,ai, lW hAig iI ll ➢ L li Florida Department of Business & Professional Regulation Bullring Codes and Standards Product Approval Application Detail PogaB of 9-: 1125/2022: o b-Entity ar _ Data _ Date,Date Pending Data Tvoo Varalon Manufactu ter ,Qgptgg( Enameer&License -Validated S Validated Submitted FBC Approval Approved £fetus Revision 2020. Thermal Corporation Si-0-parson Lyndon F Sch'mi4 P E, Ryan J. King; P.E. 10PJ712021 W18/3021 10/13/2021 1211&7021 Approved Category l5dar'lar Darns :(SDI 643-7628 PE-434091 (813) 767-6655 - subcategory awning Exterior Door Assemblies sjasperacg0thennatru.co- Compliance 'Msthp t: E- eduaWh Re-ttroma m - Florida Registered Arshitect:or a Licensed Florida Professional F1lgineer - .. _.. , : s- .. - . , -- , , Q WIty Assurance Approvedfae-Use Appro-dforUls, r1R0aCF.., Resign S_# Product Model, Number or dame Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure 1 as Thermal Fiber.Classla and•Smoothb`tar Nominal9&#39,8&qup'Non-Impact&quit Opaque Composite Edge Fiberglass Single Door' 12/3112022 No Yes Na WA, 2 b. Therml Fiber -Classic andSmacth-Star (I nsw MilloutsWiing, X c:onflouration) Nominal SMM9;a8quct;NonImpapt&quotOpaque Composite Edge rwarglaseSingle( oorwitp 1213112022 No, Yes No NfA': 3 'a ThermT:Fiber-Closeloand Smot-6e Seal (t'Oswlligicuteviilg XO axmbxO .onfigurafions) Nominela&#gs&qu�Nealrhpac&quoOpaque Fiberglass Composite Edge Double Docr with or 12112022 No yes No N7A 4 d. Thermal Fiber Claal and Shiooth-Star without SiF'w,htds (Irrswir4roatelm, rg; XX tvoXXO configuratigns) Nominal 78#39 O &quot;Non Impact&quot Opaque Composlta;Edge Fiberglass Single Doan 12MIM22 No. Yes No NIA 5 A Thelma-Tn1 Rher-Classic and SmodBi-Sear (I nawng/outswing; Xcopfigutaflott) Nominal 7&tf.99;0 &qu cti,1664ripactAquok Opaque Composite Edge Fiberglass Single Dow With XO 12 IM22 No Yes No NIA- e rm T.Thea-Tru:Fiber-Ciess , and SmoottiStar $ideliba(s) On-rig(Outs.611' OX a C,Xo configurations) Nominal 8$N39;08quotN©n-Impad&quota: Opaque Composts" Edge Flberglass SingLe Door 1=112022 No Yes No NIA. 7 g. Thermal Fiber Classic end Smooth -Star (Ine,v ingpO.u(swing; Xcomigumbon) Nominal 8R KOaquotNon-Impact&quot, Opaque Camposlle Edge Fiberglayl I- Doo,,-Ah 12/31/2022 N. Yes No NfA 8 h. ThermaTm. Fiber-Classic:and Smooth=Star Sideline(.)(Inslil,UtiWr XO, OX orOX0 configurations) Nominal M4W,'G&quct,Non ImpadBquoq Opaque Composite: Edge Fiberglass Double DoorWth. or $idglites 12131/2022 No Yes No NIA 0 L Therml Fiber -Classic and Smooth=Stal Without (In.Wlrtgif6utWArp11 XY or OXXO conflguratlon6) Nominal s&f#39;88quot.Flpn Ion ct&quUN Glazed Composite: Edge Fiberglass Sind D&of 12F3112022 No.. Yes No: N1A:. 10 1. Therme-Tru Fiber Cla"Icanil Smonth'Stat (InsvnnglOuCswirlg.,.X. In INr, idn) Nominal 0&#39,8r&quot,Non=Iitrip, quct, Glazed Composite Edge Fiberglass Singla 0aor mth 12131r2022 No Yes No NIA 11 kTherma Tru Fiber -Classic and Smooth -Star Sideltte(yl (InsWAnglOutsvdng XO, OX or 0XO wnfiguredions) , Nominal &&#39;8&quotNon-Impact&qut Glazed Composite,lEdge Fiberglass Double Door with or 12131?2022 No Yes No NIA 12 L Thermic-Tru Fiber-Gasstcand Smooth -Rat WMncut Side III (InWngfOufsv/1ng;,XXar OXXO gonliguratione)- Nominal l&#,99,08quoi;Non-Imps, , quoe Glazed Composite Edge fiberglass Single:Dogr 12/3112022 No - Y.es No, N/A... 13 m. Therme-Tru Fib®r-Ctassioend Smooth -Stier onsvangfoud, vkig; N Configuration) No nir.] 78fil1quokNon-impaet&quoE Glazed Composite Edge RbarglessSirl with OXa 1213lrAM No Yes No N/A 14 M. Therms Tru. Fiber -Mal and Smooth -Star SYdelhe(a) (lnsWngA)Wo,,ing;XO, OXO configurations) Nomina188d39,08quot;Npn-Impost&quay, Gizzard Composite Edge Fibergta'ss5ingle poor 1213112022 No Yes No NfA, 15 o. Therml Fiber Claesic:antl Srlwdth-Star (l"Pgroutsvlitg; Xomflguradon) Nominal. 8#3904ouotNSondmpad&qugr;' Glazed Corn sibli I g¢Fib ergI' ingle Door sWth 1213112022 'No Yes No: N/A.: 18 p. Therma•7ruPiber.Ciasslcand Smooth -spar Sideldg(s) 0nswing1L3ulsyi'mg: XO, OXoroxo mmlguratighaJ _ Nominal l3&#40&quot;N.n4h ,,quot, Glazed composite Edge Fibetgt sCioubie,0oot Wthgr 12131/2022 No Yes No: WA. 17' '. q. Therma-Tru Fiber Claericand Smooth -Shur withoutwewIts(O'iXXor OXXO oaniisuratigltsi. Nominal 6B#3 8quotNon-ImpactBgLrgk Opaque Compcsilo Edge Flherglai Sing W Door N Ath 12MI=22 NO Yes No NA 1s r. Therml F ber•Clasa nand Smooth -$tar Transom (IneWir gfOural 'g• OrAconfigorail Nominal 89#30;8 &quotN`6h4mpaa&quo4.Opaque Composite Edge Fiberglasl:Door Wth Sidalita(siand ing: OM- 1213112022 No. Yes No :NIA 19 a7herma-Tn Pber-Classic. and Smooth ar Transom(I-Mf alQuh:W 0/ox or bt)XO a itflgurat)on5j Nominall6 N 9B&quokNgn-lftpf-&qubt;jopa4u& Composite Edge Fiberglass Sol with IWI12022 No: Yes NO NIA 20 It Thelmis-Tnr Rhar-Cless6c and 9nobth-Star 9deli(s) (' )or QXo Cnnus-wgInOcgorfigumtiXs) Nominal 8&#V,D 8quriI;Non Inpraa!&quok Opaque Composite Edge .Fiber r lass Sile`Dm Wth Pp_9.... _... '. 12131/2022 No Yes No NIA 21 u. Thermal RINK.Classic and Smooth -Star 5dalit OnswingrOutsl OX ar OXO Continuous.Head and Sill;waFigurationsj Nomlrut168#39;8 &qubt lion Impssite . uat;':Glazed CompoEdge Fiberglass 55ngfe D or With 1213112022 No Yes No Wit. 22 v, Therml Finer Classic and Smooth -Star .. Sldoill (InsvdngfOufiavmng- XO, OX or OXO Continuous ;Heatl and Sill confgurations)` Nominal 8&#39:0&quotNon IWPact&gU0t Glazed Composite Edge Fiberglass Single boor with 12/31/2022 No Yes No. NIA 23 w. Therms Tru Fiber-Classlo and Srlwoth-Ster Sldelill (InmoinglOutsceMg, XD OX pr•OXO Continuous Head and Sill conhgurattona) Nominal 6&#8g;8&quotNon-impact&qu6t Opaque Composite Edge Pborglass Door Panels ,v+ithVented 12131/2022 No.. Yes No: WA.: . 24 .x:Therma-Try Fiber=Classic anGSmoothiStar adalite(s) ortaiwnglout*ogi XX, Wormtx configurations) Nominal(S SIDI 8quolildn-Impact8qudk Opaque Composite Edge Fiberglass Door Pare is with Vented I2131f2022 No Yes No. WA.. 26 y. Thern-a7ru Fiber-Classoand Smooth -Star Sidelil 0n.vvmgrO vnng, XXXXXor XX)(X m eonfgutions) Nomimf 6&992;8&quok Non-lmpad&'quot Glazed Composite Edge Fiberglasol Panels uaHl.Vented 12131M022 No Yes No WA 28 z. Thermal Finer-Classicand.9mooth-Star Rdefil (fnsWriglOUtevting: XX-XX(aXXXX- oonf(gurations) Nominal 89Mg:DAquMN.4n-loped&quint; Glazed Comppsffs Edge Fiberglass tbot Panelsv4tl Vented 1213112072 N. Yes No WA 27 ¢x.Therma-Tru Fiber-Classipand Smooth -Star SICWW, s) gnsWngfOatsvleKJ: XX, XXX or XXXX configurations). Nominal 8&tf39;8&quoCNor 1nnpac1&quoC'Glazed Composite Edge Fiberglass Single Door with 38AK;0 Sidelte(s).0namnglOutSWII XO 12I3112022 No Yes No WA 28 zb. Tnerma-TrU. Fiber -Classic and Smooth -Star OX Or' OXO configurations) Nominal 58IQD;89quog Non-impact&quot;,Glazed Compbalts Edge Fiberglass Double 0totr with mijfdut mhg, 1213112022 No Yes No WA. 29 zo.,Therma Tru Fiber Classic and smovtM�$ter ' 3&#3S 0 sidelitss nnsx O)o(O' oil fi uratid% ng ) Nominal &gUtp#;Non•ImPack$rquot Glazed Composite, Edge Fiberglass Single D6orvA63WO,0 Sidelito(s) OX 12Y3112022 -�NO Yes •No N!A 30 ,.- ztl. r a+T-ClasslNa Smooth - Star Them ruFltef G nil, SI _. - (I.ns,gngloutsving, XO orOXO pouf ura'on� ... Nominal 8& 3B 08 otNo uoN G1213112022Yes N # u n-lm Pt lazed .. q _. Pa Door Gam ifs Ed leer Idea Double Dd' e F w unit. cps 1t 9 No: .. No N/ A 31 ze. Thefma-TnJ Fiber-Classtc'and Smooth -Star 3&f139;051tla11tes (InsvAnglrXriswnng; OXXO configuration) Nominal 78N39;0&quatNorWAmped84uor.Shadsr 12/3112022 No Yes No NIA FloridaDepartment'of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#6259-R31 Code rDw_21status Die Version Manufacturer Contact Engineer r Validated 6 Validated Submitted PendIn9. AiARproved Approved Revision 20 ZO e 4LY6LA USA Mau AI art Lit: n� P SS rr/, p John W: n 01 J2 0 1 2J2020 FBC 1 2t3 OZ 1N2 _ 12115/2020 Category: Roofing 39542331330Smalpert@po(yglass_rom fiobert Nleminen Knezevich, PE 9p3RL4.yB1 59 68 SutiCate a ': PE 1 B 9 7 954 772,8224 t ) 1 /01/2020 1 Underlayments Camp] lan be Method nR ortfrom EVSi4atI6 a Florida Registered Architect or a Ucensed Florida Professional Engineer Products FL#6269--R31 a I uldlyAMLIMM gprygvedfbr Use. :6pprowad#ar Use it j acttc Desion. awe Product: Modell Ntmt er or Name. Product Description CDoonetreot Emiratlon In HVHZ 'Outside HVHZ Resistant Pressure 1 PolyglessRoof Underfaywiierits Booingunderlayments t0121f2022 No Yes N)A +1,11A7-072:5 1 Polyglass.Roof Underalyments(HVHZ) Polyglass roof un ledaymehtsforul in FBC12/23I2023 Yes No NIA WA HVHZiurisdictiass. 2 Pal as Roof Undera ants-non-HVH Pol lass roof urlden menu for IZ 312023 YM S .Yin ( Z) Y9 aY - ,. - No 'Yes _.. N/A *WA1-422,5 -.. FRG non=HVHZ)uricdkflons.:. 1 POIyglass Roof Underiayments(HVHZ) Polyglass roof underlayments forusein FB077/2x2023 Yes No NIA NIA HVHZludsdi,E- 2 Poll Roof Un lertayments (noll-HVFl2:) Poryryglass roof 4ndenaymerfts, for use In 12/2312023 No `Yes NIA *NIA!-422a inn-HVHZ jur sdLAipns 1 Polyglass RoofiJndedaynertts (HVHZ')' PoIY9lass roof undedaymentstor use In FBG1212312023 Yes No N/A MIA HVHZ iurie dic lions, - 2 PolyglassRoof Undi:dayments,(non-HVH:Z! Polyglassroofunderlayments,ioruse'In IV23ac23 No Yes NSA -NJA7422.5 FRO 'non-HVHZ .) uradlotions; t of I ss> Roof Adana nr is HvHz P I lass u d rla e s r e n F 1 2k023 P yea R U Y. en {. ) oyg.. roof n e ..Yin m for use I BG 2J Yes N 0 { NA NA HVHZ'junedicliorall 2 Pal lassRoatUnderla'ttients n HV Pc laser under) me s 'ruseln 2/2 023 Yg y (at HZ) hyg oaf . ae nt , fo 1 3/2 No Yes NIA NJAbs22:5 FBC nun-HVHZjurisdictions. Florida Deparittl of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape1 a2, iOP021 22111 EOgty w Eke Gaze Pond- 29L.. mm Version Manufacturer ratohreerBLfasiise Validated By Valfidded SuInIl FBC'Aparoval Adn_m4ed at" R.vabn 2020 MITek I= Eon Waldal I= Evaluation Servloe, LLC [CC Evdua9on Swvlca, OEM 712921 08i102021 o5f123021 Approrwd CdegoM. Strud Ural components (952) ass•8835 LLC- SubCateggry- Tmss Plates evoldenapMl:com ( 205) 599.98p0. COMINIcaM1100 - EvdtiarcilRill Rom: a-: Product E.1-10an EliteY P!$Z197'RatM'nditats "Y r - T 1, - `.7;-r. � alltyAStAl llpe Apwayea.'rw Use Approved for We A xnoaet e Dom... Se" Produer MPao, Numbwor Name .. .. bill[ o l Cowart E%plratLor e h 11y.tt I Oulsld HVHZ Resistant s e 1 Ma 8. 1 AN _escri t .:-.: a 1 'h hater th s n dw h : 9 ga Ig .. g trus qn phi .. 1 3120 2! 22 Ye' s, Ye' A N.0 A. 'W.. A 2 M16dH9 t8ga superlligh slrengfh.0lss0orn. for Plate- 1231022, Yes Yes NIA PUA 3 MM1.16 16 ga bus. pormworpiata I 12MIrA22' Yes'. Yes N/A WA 4 MITI SHS: 18 lr high'strangihJruss,connedwplate.- 121312022: Yes'. Yes- N/A NJA 5 MT2DH8. 20 gel high strength trus. ooll Net. 121112022: Yes Yes NIA WA 6 TOS. MIN 8 1a go, tine,-nodsprate, 12/312022 Yes : Yes-- NfA NJA 7 TI MT20 20 ga. til ownedar plates 12131(2022' Yes: Yea WA PUA C Zia yerade. Wwufdcturer Atfamalion. 2020 PG1"Induslrov, Category: vendow5; SuuCwag.ry: Pal Compliancy Mallil Cedrfieell Mars or Ul 11- 4 lerddud Model. Nrmfier or Name . 5. PW-552fUv9e Missile Impact; Florida Department of Bushels:& Professional Regulation Buildi Ing Codes and -Standards Product Approval Application Detail Etale,,..or. 0a-e Q" Done, d Enaiueer&III . Validated W Valtdated .f+.. timiltad J... lasaaaki Wth%na,)adoaCCD GER Mtoml-bade BCCO-VAL I110521U20 1tA552020 (94M):48B-0100, .. .. (78B).315-2Soo, _,...... IrosoWsdQo9t ndU'alll on Product U%y ra tMrrtlo oWn Desw nd al ABsur Cordrecl Elmi(Attor 1019, 047362025 Pay.i ai 152ti2.7 20 Approval $far- 11AV2020. Approved_ ii igP91 13osian Resistant Pressure, Yea NIA }r a) QD _ Florida Deparimerlt of Business & Professional Fig let Building Codes and Standards Product'Approual Appllcation Detail 'Paget aft 16,2o l Florida Department of Business & Professional Regulation Building Cocos and Standards Product Approvaf Application Detail page l qrr i02021 L L N Q- �}a �/ VJ O CD -0 V L O /1 Q = .Ln -0 A V = O O .i.../ awe O ,0 Co E .= 0Buil 0 L VJ 0 L O LL 0 a) �J-Ill/�'� ICU V . O -L-- IA 0 i� 0 Q Q coda entityPate �- Cate Pending gate. TPPP y91`tt_U raanafacturer �yijggl- EnoRwar&LearlsB V,Od.ted By Vadi l Subuill -FaC. Aver l Aoomvad .status - 20 and s n a ran " ra trz- n E T ' - 0 .7iZ 0 � MI Windays Door &emSKfi gar Am d Arch c u I Stave M titian, P 1221202 112 0211 1728202 Approved Category: Whitlows' t717)36533eo ManuracNrers Assaciatloe (717)317-8454 S bCategery: Fared trOngargmexd.com Carmliands Moll Certif.widn Marker Listing .FLte183a4,R1d W"Iets _ - nal , .a - Itv AesvYana Aopmvatltor Usa AlmrdveA.rnr USe 3 Ilperigt GS9glt1 # PYOtluetMotl81. N1m16er OrName. Pocket besulOilan Contract ESDlretlat DMe Jn HVHi 6utsrle HVHi Reslstallt )3rgg5Tre 1 issPW 73 x:721neWslad Glass OV0312M No Yes No +601-80 C-_gg,. Entlrvarl.. Date .owe Date pandlha pate amyilmlon Manufacturer ,Cwtoat firelo ALkwil Vagdaratl Be Veffil d submitted FBCAd Wol rvb Starts. ... _ RaNston 20.20 MI WlOtlars end Doors B.eM GIMncer Amvdcan AltihitediirW SYegdnkLUneh. PE 10i062020 4fY062tr2f1 10n52020 Approved Category: VMdOWS 4717t 365.3300 towuTiowners'..-erion i;717)317.5454 -- Category: "category: Hotizontalzildw b,inh erCmi cam - C.mmlanes fitelhod: Certlfwallan III or LMQ - - . ;` '. - -, ` '- � -, - „` . -. ): ° ' - -, .; ' OualltvAssuranve Approved for Use Approved for Use Impact 2es_ISL -., ii9!!�� Product Model. Number w. Namt. Pratlud Dasrndipn :CgnlradExNrabon Wla in: Dutsme.HVNZ Raslstant Presswn 1 H$198 Fill end Flange Frame 73X62tnsulded Class` 02I1612324. No. Yes No-551-55: Isiz ytmwa Manufacturer R ei f ' 202 I Wfrid&raa R:.. can 0 M a --A :Pr.tluatModal.NumberorNo- 2 5784 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 off 1 115=1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I pr I 1102o2t'. Florida Department of Business & Professional Regulation 'Sul lding Codss-and Standa rds Product Approval Application Detail Pao tar 101WO21 544 Emuv or p-41 Date Date Pending 291 code eatty or 89L& �L$ Data Panel pyg Irgayerslbn Manufacturer sgritept Endnew:&license VMld&Wd lie VBgdated armmtuad _F Avpmyd. Approved sttatus. Va a on gams ec titer c._taet Elr.m,w&Lteansa.-Validarad av yal(datad submitted FBC Aporoyal Aporowd 61z1us Revision 2020 .. - - James Hardie Budding ProcNats. Inc. - -., . Chad Clacks V. Andrew Tan: John Southprd, P. E, ,.. 01N612021 12t1472�A. D1q$2.021 _... ding FaGAi, R.141. 2020 Alekia IThompson LYnd-P Salu l,.PE: Ryan J, King, P:E OV1512021 f72/tS2021. O 222021 W312021 Approved. Category: Panel Wall- (9091'546-8359. PE-61682 (352)367-2528 1 caleg.ry: Panel Wells' (330)922-2389 PE43409 (813)797.6555 subCaleal. Still lg ch.d.dkmkagolamesherd - aubcatelaory;Series ' nthanpeon&,ide.cam CarWital Method: Evaluation Report tom.a e.cam Complaatea Memo l: Evaluation Rep.Aft- Florida ReglahweelA ditect ora Ucensed Flondo Florida, Regiatwed,Vchitentors Licensedflord. _. Professiond Engineer - Professional Erlgln F 1lF19f92,RS PrtMuefs -' :' ." :; -. - , ., .. ,i.: -:.' ..: ._. ;i, ;i _ , ... ,. ., , . ... `. - .. -. .-:. ,�.,. =-'PLtd;r2tRAL-eaduct r - :. r< - .. , - - I. - /Nrallty Assurance Aoproyod Tor Us,. Approved fill use act poslion auallly Assurance Approvadfw Usa: A), av tw Use III Deakin. Stag Pmducl Model Nrmwerorliame Product Description-cortrollMWlratW Data.:. In outside HVNZ' Resistant Pressure, Sank Frl Modal taunb.-Nampa Produ40atoripbon. Cbntradt:Emolnul-Ell a1 HVHZ. lkealda HVHZ Roslsiani P-re 1 Camplank Lap:Sidirig ituall ap skiing IM,12023. Yes.., Yes NIA N1A 1 el&quct2T8.gl BotAt: Vent oradid Vinyl Sprk t210112023. 'No. Yes No NIA 2 HordlePlank Lap adhg. illi r-At lop @ickng 12a112023. Yas. Yes NIA NIA 2 b, &quot;Alljene, T4&q1 ed 8oifif- Vant or$did Vinyl 5ofat 121312023 h1P. Yes Na tilA 2 c.8quat,Groonpnar Vintage beaded039Sofft Vent or Shcd Vmyl Soffit 12/31f2023 No, Yes No NIA. 4 tl &qudUD58qu.l, Soffit Vann or sold Varyl Sorlt 1412023: No Yes ll NIA 5 0. &q,dkgrpdar Cak&quol,rscifif Vent or. Sold Vinyl 9o161 12131=23. No Yes No NIA .8- f 8quat;super, spool .soffit;. Vent or. Solid Vinyl Soffit 1213t2023, No Yes No: NIA Florida department of Business & Professional Regulation Building Codes ard:Sta riclards Product ApprovalAppillcationDetail Pagel aft 1o19rrb31 Florida Department of Business & Professional Regulation Building Codes and Standards ProductAppi lApplicationDetail page f Pt1 ifrzo21 22Qg, Intent at Pets �u l Cate Pendma Dal Cad,r E t, t- Cage Dal Cale Plurl to ,. TYBa Varslen Manuracuer :Gonad. Enuirl Opel Validated. Ist V-1 ate -lo• ll Anvrovel. atltl d ^ Avprov d a Status: Iyag Version MYanufaeturdr ,comsat. Enalihil U.,rrsa validated. 8v Vold 1�@9 FB Anprpval S bmma _.S<. Annrovt. -8E3tY3 R.IAMW -202➢ ' O u o s C ,. TANK LL... Odoplov arrE a g9en'Nla Indrr John , Kllemvkn PE Kerr] Won R , m.... W ,. t0A420 092 2020 10/1 20 ! 20 4. 22 4 ... 17/15/202 0. App fWted ReN51dn ?020 .. L.V. Th 9d1 fnC. Tlip_m stf WGhd@Cturel imp,. dbs P n .... Dn Christman Za a R. Most SIBVB rf. h E T r man a IS n M U c P Y h N .. ➢9 72 /1 1 020. ➢9 ➢i➢: ➢➢ 0 1162 222. 2 .... . 0 21f 1 W=20 .., Ap raved P ,dud , Categpry; Roofing ,. 4417)924.8844 pE-59106 (s54)772-6224, .-, was CamPanY{TANGO}:: _ (87332483458' Pb74021' i 17)3178454'. . Sun CaieStlty_Untlerleym@ds karn_edert0lemkticGm C ategOry: Rapt%g Ion ornetalrootin :cam Y'�..g. g GonipllanCe Method:. EvalustrgL Report from a: date : Roam ACo99 lee'thatar an. sun goly s ear a RPM. Registered Architect or a Ueensed Florida. Integral Pan .11he Roofing system Profassanal Engineer Cam Ranee•. oil: E IuaUgn Ra art rams- P p ec#praLl aFlonda Flodtla Re stared Archit tense ran ..,...: .,,.:,. - .R,,:. .,z , ,,. ;: ..... ,,,., ,.. _ ,: :,. ... ..: .,-; -. ,n. n ;- - PL1at?329..1�Pradutaa . ,tx^. , .,, , ,. v^; z ^T Professlonal En near :Duall Aaturan.t. Aovr[,Yetl rwliaa-: ApnmvtrYinuse r ;:. - ., ... •, ,. - ., ,. • - ,_ - ,.. :- .. .c ., .,.`- - .". ,,,� .. .-`; Seo B. goductModel. Weber.,Hama P n ..din Contrail Expiration radu tDespd a Cate. InH - .outside HVHZ � R951§�3 � - - - ^- - CLrallty Aysuranr:e <` Aomovedfor -_'. ills Approved for Usa. . Impact Dosion 9' TAMKO Roof Unded(HVHZ) aymenis - Roorundarlaymentsfw use in FBCFfi1if2 06Y19l1023 vas No NIA WA 9aou .product Model, Numberor liMma. PrptluctDneivtto rn Coal FJiorfmi atoats In HtiHZ. :�r Outside HVHZ Res scant su juriadiedors i- TAMCO Flat Top Ott-Rdg. Vent with aaflte fin tta 26 ga: stet. roofvomllat.l battle Daro92028' Yes Yes NIA WA 2 TAMKO Roof Undedaymente MON44VH2j Reaundedaymad.W...h FaCnm•HVHZ 061292023 No -Yes NIA WA 2 TAMCO 13doaenack Vera 269L 09l092036 No Yes NIA W1-52S )uriaddtlons. 3' TAMCO Off Ridge Rl with Battle:- 26 pa- datic roofverd9btw with !Integrated lrafne OMF2028 Yes Yes NIA WA - 4- TAMCO Round Top OtHRidgeVent with Bell for Tie 26 ga- aadc roofvordlmta w.itltbattle- 090082M Yes. Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and'Staridelrds, Product Approval Application Detail Paga Vef1 In-bo21° Code _ III _ s _.;]eta. Datependlim na- JUN Version riennu'zctumr Carl Endurser&License Validated By Validated 9lt-fil. Far Aral Arrumved sloes Revision 2020 L'r/nano. _ Katrina - I James L Buckner P.E. Stevan M. Udch PE Jd eY 1 020 11 3126 1 l23/2 42.. 20 .. _ .. 11' 020 +2g72 do FBC g Appn Cat,tigori^Rootng (Spi)983.8183 PE31242- (717)317-8484 SLtCataporp• Rboling Asasoril that wean klaloyalomando:com Waste Pert oflhe Roofing System' anon Ev RePod C names Method: auetfan coma Florida RegisleredArchhect we Licensed Flwlda Prefonland aig Weer Fk3N7YdZg,fttloaks' - O uabNAssurMlce Approved for Use 6& DriV .for Use Sd,- Cn Impact Onto SBo # Product Md IIpS Warps' Nampa PI'gtlud Oes latish Carltrt E droll b�^oMe m V Oulalde:HVHZ HVHZ Resistant pr t sum 1 Deck Air OA-4 orTRl=Bwlt DedkrFur DAr4 Low Profile Polypropylene Plastics RooLVenl 12t16l2025 No Yea toe +9751-97.3. 'Mochan all ." is to ,vas D'e - la yAn died P1Y d, ck Florida Department of Business & Professional. Regulation Pao a7 Building Codes and Standards lr- 2022. Product Approval Application Detail code Entity or 292 eta Data Pending Em PAIR r e erslon Manu ab re - Contact Lie r' Engineer 8 apse. Validated Validated Submitted tidal d aV al Fae.Ao rova.. p I v '. 8 tus M ed. Revision 200 AllAmerican hU arsenil Glass Category Shutters - MIke:Barb e.l.. ($61)712.9W2- FraL.Bennardo, _E. PE-0046549' ' Troy.Bishop RE; 1 (2W2020 1011a2029 (064)947-0860�' 1110520 1211612020 Approved ed subCaMgoiy; Storm Panels mlkeb lamerioenshutte � _ 00MIDI lance Method; Evaluation Report from a: rscom' Florida Registered istered Architect drs Licensed Florida Professional Engineer FF19D2 udts fJSISt _ Qualibr Assuranpe Approvadfortrse Aoomvodidr Urse impact DL--da4, Sd # Product Modal Numb" or Nampa Product Descr{otidn Contract Exuirationr7ela In HVHZ Con . Outside HVHZ Resistant Pressure R 1 24go Galvanized Seel Panels 24ga Galvanized ftel Storm Panels V/3172022Yes: Yes Yale WA Florida Department of Business & rofesslonal R ulation Dena M P eg, Building Codes and Standards Product Approval Application Detall Eit o central trowel8 Ucerrae Validated II Rob B delis d 103 Evdrvice ued. SeLLC ten Lel P.E. - OB 829-32 (293}924Hi476 (.B) 98 Roboat.R.WNewayartra sus er Pagel uri v1*u2N $d@ ga Data Pent9n, aft Validaed euemikeU" FBCAppfoval Approved arej- 02/07+2021 101132020 02103r2021 App roved Oualily Assurance Approved for use Aabraytid for Use Impact :akii Produal Deserlptlon. Contract Exniraflon vatir An HWZ: Outside HVHY $esistant, ft Ve ae be LerNna n rLum r 31372 025 Np Yes N A ' W'. ! A Parasol Shand Lumber 031312023:: No Yes INIA NIA Laminated Sirend':Lumber 03/3112023', No Yes NfA „NIA stru Ctu ral Composite Lumber or Oriented Strand 03f3120301 N. Yes; rl NLa board Rim aced- - .. Oriented Btrand ecenl.Rim Board 03/312023: No Yee NfA. NIA Florida Department of Business & Professional Regulation Build! ngCodes avidStandards Product Approval Application Detail Pas.1 cri I'D ➢21 Coda EntHv W _Cl Data cats lawwro 0-to yersibn manrdaeturer Contact Enodr aer & Lklohea. Validated Sy Validated sub"b'd FBCAeoreval PDordyed kill AfBnn'afio PGT lndustrw .. n. 2020 1. Jens Roso.,kf Moral a8CCO CER 'MwhI4Dade 8DCO-VAL a ...,. Y =020 710.::0 1 N8)2 1 Sf202. !•1J020 111 3._ rtiued App-.,.. , 'Caiagoryt Wridews_ (941) 489.0100: (MM 315.2590, , subcategory, i llloh&. Iro60vsklepgllndUsides.0 Compliance Method! Caflueadon Mack wUsiing on, f lak;k61 dF19 Irrodudts -.. .. . - , .. _ _-., ., + , , '©t lily Assn lance A oraredlor4laa Approved tor'Use Impact sea Produei Model Nianber or Name Product Description Contract Expiration Date In :Outside II R99l pressure, 1- Mullions for Ml Doors andy'Indpes- Aluminum WIffols 05f282026. Yes Yes. Yes III Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pa9e1.ir1 WWI Cod- €181DLa[. Data .Data Vah,Partin, W12. TV" Version Manufacturer Contact enoll6 Llcerrse. Va11dated.8v Validated submitted FBC Approval Approved Status R.mian 2020 GAF Nta..l 5ttah Roost Mill Jahn W. Kneaevich, PE D9126f2D2o 091212020 101MO20 12tJ5M20 Appf-ed Categmr. Roorng. (800)7OU-3411 PE-59186 (B54) 772-6224 SutrCategoty-- Asphalt aling ea: Mstoraw.com' Compliance Method Evaluat-rip Raliortfrom -a Fulda Registered Architect or a Licensed Florida Professional Erioneor - - - F iti aM1Pk-1228 t+rudueia cull Assurance AbbmvedforUse Aooraved for Ullit- Intel all .§egg. Prod,M Model. Ilreriberor Name Pr.duct tasseled- Contract Expiration Cale in HV14Z Outside HVHZ R,,I,tent Pres.ret 1' 'GAF Asphalt Roof9hirglas Flbergless r[infaoetl34eb,lardratetl, fi.teh and 12l/at!zol No Yes NfA WA kip/hUge asphalt shingles - Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pool oil iW2D21 III code I--nW or OW .12Kg Oka Pending Date a. Version Manurad0rer 11�p• C-W En near&Usrad ,� Vail led da &1 Vetch a t " I to Subm Re0 P8C AtmraYel Aoprovta Status. use 20 i r .Meal' u Ito. Re F o d t Prod cis ne. n: ,2e - Clark I rN Jones g. James L. Bucker,:P:E. � Stevan M Unch. PE 9 72020 .Dg257i02p p2 10ro4 20 R6 82a2o d 77M Fknprave Catojoty: Reeling (904) 7834400 CBUCK Engineering (717) 3174454'' avb;dt,pry.: Reding ACeeae.riea ih.L)wo an. elardeflamcp:c.m PF31242 ' Integral Pat .fine R.oingeystem Compliance Method: EvoW. ai R.Podfrwn.a' Fields Raglatw.1IArchltaetorU.thsed Plaid'. Prolesslooal En9 Inser F7.dz'is9h-R2 PrvBd'ctt OuaIRUAsauranee Approved for Use Approved for Uss - Impact Cesldn -9-0 Product ModoL (lumber w Nam proWrt DasarlbUm CprnraG Dziralion plat, in HVHZ.' Outside HVHZ Resistant 13etso, 3: 3- FLAMCO Bquo1;RV 10 RidgeXerB&quc4; Aluminum Ridge Voris for pitched reo_isfabritated I2/31=4 No Yes No WA from 0A25'.Aluronum - Florida Department of Business & Professional Regulation Pe561 as Florida Department of Business & Professional Regulation - Pay.l;pf 1 Buildi fig Codes and standards: 117202 Building Codes And Standards 10022. Product Approval Application Detail Product Approval Application Detail Code EnW or Date. glgt Date.PenUhtd Date C.d. Enfit, . goes, Dag. data Pshloln. Date Tye Veral IDanufaetura Cancan- Erwln-91.1ans, Validated By Vaiideled Slbmfked Pao Amr l Aoormved $W- TWO Version ManufacWrar Contact Engineer &License Validated By Validated Submitted FRO Approval Approved Status R,ideid n 2D 20 Rom] Roaring 9 AnIk-RWln "E.kl W. W ik IRPINO Unrfwm scum c a w cry 11tU311fi20 ittU7J2020 ,. - 1 1N5/2020 Apprapd_, Revision 2 020 GlobalProtection- ed ffi Pr tic LLG. 71m RobinsonWalter A: Tiibr. P.E.ohn Knezevi PE J ,W ah, 09J082020 09108l2020. 1 r07121120. .... 0 211 2020 1 5/ r Approved category: flailing (801)360-6091 Salvices LLE, (205) B54ll16u_. Category' Snuffers (g54) t?Bg-7545 PE-441(37 (954) 772-8224 Subcategory, 9-1.,; Tiles RdelnAndemonebord.00 subcategory St- Panels him robmsomUppent.com Compllaft-Mall Evduatigt Reponfrom. rri Compllance Method, Evalurlion Report --from a Product Evat 1 on Fs ug ids Florida Registered Archfrept or:a Llcen Florida a led ,�Lasxh2:P,vau�k ,. , ,� �', e Professional Engineer ,. ,. ,...,. ,, , <„... .�_ - .- .. ..-., ,- CuaIIN Aaswance. - cep raved ter Use. oravnd forUse. pap -. Daswn 'PL#t§b7$=#6Prroluetst, .-„ , ....... :' - e , ,,- - ." . ,, , _ ., ,,.. , - , , =,'., . '' - ., `. g it Product Motltl Numbw or Nome Product Datcrlotlon Cordrabl Excitation Data N NVX Z Dulaid0 MIHZ r 1B.£3tEllt l4mFsgce: QuaIiN:Assu rsn0e . oproVatl for Use ApproVetl far Use. $ Impact 1]esro n i 76' baron -Sin k S to Cgun Sd S a M I a Pat Old rah Y Iry Engl ._ Fla Praflle-Denver CO 2312020 t 1 ! No I Ye s 1 MA N IA 5e rptl gt Otle1Nu b o Name P u M m bar r m Prod Pr 4gf Oesaription Contract Ex ration Date HV - altle HVHZ N n fiZ Out.. HPrpssu I^_re Resistant 17. Thatch $am'' "Pact p, P 8exeny000- Were. Shako &amp.SplitShako Flat Profile-SfOekton:GA i21312020: No Yea NIA 1 20Gage GalvanizedSteel Storm .PanelslF(VHZ Corrugated Galvanized Steel StamrPanels retained 12/3172022 Yes Yas Yes NIA is Sexr"800=.Slate Shako Id Slake-• Y _. P. Sod FloP.Profde-Rialto'CA i 0?' ,. 2B1F2 0 : o: N Yee: 'WA WA NIA 2 24 Gage Galvanized Steel Storm PanelslNHVHZ or not by tracks to provide hurricane protection Conugated Galvanized: Steel StomrPanels retained:/215112022 No Yes Yes NIA f9 Sex.ny 700-Shako, Slot, Atl$iilil Shaky-- Flat Proflle Sloekton,:;CA 12I3f2020 N. yes: WA WA or not by tracks to provlda:hurtk>aneprotection. 20 27 a.Ir Y?(-Shake,5)da Bemp;5pllt5haka F,spana lBarcelma Tel Flat Pronl Ifil CA 12/312020 High Profile - Katy. TX I2rM2020. No No Yes Yas N/A NfA NIA NIA 28 Vila Lan PrdNe Katy. TX 12/312020 :Na Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deta'll Pa2a1 antl 1/2021 SgdR Leittlry or _10". Data date Pending _ J Ttbt Version Manlaatural S4D8Entinaor& Unocal V.11wo,d B Validated submitted FBC A-0l 90gfl9rNg $t.IItgt. Reblson 202o - I p All Stua%Lewis' CC Evalusti Sa LLC I Renton: I pit rvica, ,William M. ant n. PE ..... elm.. 1 ➢/3t2020 1➢ 20 2212A. a 20 110520 1 _ . 11tti 2020 � ApprWQd Cat9 owstrnc(ural Gwronwaa. r321)7104377 ¢407) 881'.•1917 SubFategoN: Truss Plates -elmvr,Q.IPIraitm.aom Compliance Method: Evaluation Report from a, •9.At7'tn'.ddctt ProdgUt EvaWati ,Entity PLAt _ Goal Az5oners, A-Wedfor use l Approved for use J(I pllr seata Product Model. Numbw or Name Product Description Contract Expiration Dal In 11I -Outside HVHL Reslg mg t PIRMure 1 G I HI her 8kan 1h H &wo -S rMr 84 lAlp rid ( p. 1 9 g Metal Coined Iota. w P 1213/2624 yes Yes NIA WA 2 n W WGiAW. Htngo Pia_te - Metal Comeetor Plate 121312624 Yes Yes N/A NIA 3 IIwSCG)AlPine Trull About cornectcr Plate. 12/312024 Yes Yes N/A WA 4 ITWDCG1AipineWe- Met.)CormectorPat. 12l312024 Yes Yes N/A WA Florida Departmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Delta 11 Peek:I al iF1=1 Version Manufacturer Iy,gg: VB Ion, 'Entrnaw u Contour & Canso Vallda tetl av ..iglu, Yzgaetad.: submitted FBC Aoprdval Agwoved statue:, slop 20 Coin rdei Cate eta Product s tr . Rent 2A ono _..r t C III.. 6amu IA Robert:0 s eGreenberg,J chin Hoy 12f162020 12ns12020 1229)2020 tling FBGArprr, C ate .- ructov' aI CanPo ants (819 8%-3707 PE34245 - 3525 fl - subcategory: Products Inooducagas a Re l ltal prc atpaiof@yahoo.com Nov Technology . CoiMethod: EValuedenRaPort from:a. FdrId. Fedl,brad Architect ore Licensed Flonda Professiond Fs"near P filbjtBR'adlrCta - . - city Ascuranw gust AovrpVadfw Use AW=ad for UseInurald Im@:�wn , Pa: SeoH PradUd Mudd.-NraribwwName . Product Daurlwlon Cordracl Expiation Cara. n HVHZ Ordsitle liVllZ Ii88LVAh< Pressor- 1-Ouaity Precast or Comnracial Concrete Products Precast and Prestressed Concrete Lintels 0525)2024 N. Yes NIA NIA Florida Department of Business & Professional Regulation Pag.101 Florida Department at Business & Professional Regulation Pagel.r2 Building Codes and Standards in/20z1 Building Codes and Standards 90021 Product Approval Application Detail Product Approval Application b6tall COO Etdav ar Die 1kilb Dart FWd lM 21111 :Cod, 1I or Ewa Data Date Pas"Unn Deed. Tyre_.. Veneto endin-&Ucense Validated av yaidated flut;r fed FBC Ao-al Aaorovad -eta aius pia V-4. Man confect Snaineer&:ifcanse ValidatedW Validated $rrfimiked FBC Approval Matured swas ReWsbn -2020 CAST-CRETE USA, LLC _ (I Pemno Miens -Dade BCCO-CER MIard-De do SCCO-VAL 11202020 SO27l2020 11/272020 Approved Affmiatio7 202D d - Alpha Alum(num, In . 11/1W7020 1IIISi2030. Jose 9fiva Wk R. Lomas Stevan M. Urkh: F£ _ 11i202020 appr cued Categal Simdural Corapor nls (M31621-4841 (788):315-2590 - Ckcategagwy: PanSel Walls. PE62574 t777337?A954 6bC.WIjry'Pmd.cts lnirprarcedasa R-R.1' opanMof$ofia(Retel.eom SuhCategoiy: SOMts aIph..n94r nI Iphealuminumincbsyaho Now Technology Compliance Method: Evaluetlm Repon them a .;eom Compllandahlethad.Cemficalk4arkvrl,tsting Florida RegisteredArchltect or a Lscensed:Florida ., tdN:k4'riP .. P r,Odpdtti ' - - Pry satchel En veer d -:, v s eat Assurance : pprovediw Wsa etl 4or .: A v Use 9agch si 1U]Ya9 ire .-u#16s4 . ,,.: ', 4iA5 t✓mdu4� „, - ,...:.. .,...:- ,•- :. .. ,: > ,, .' 4 ^ ` ' ` , ;, * „ ,_, � � "' � � � � '��=::: ', +. ,. . ,,, • - e tModel Number or tame aoa# LfgAtS6 Product Doserwtlon. CdtYtradt FKolrallon Gate. R In outside HVHZ Press a Ha9lfflgni r. � �?%` ,, �•� ., , .:.'.° .'•�:� 1� Hiph Strength Cone tt LGttals 4, 8; 8.'and l2lnoh'wido Ilnt@ta 0521QO22 'Yes -Yell Wk NIA Sao#.. Product Modal; Number nr: Noma OuallfyAssurdue Approved for Use -Approved for Use - Protlucf 0ascriotion CroMrael Exoirallan'Gala in MSlX2: [ktkrde MliMZ Iill Aesrstant 004191) Pressu e. r 1. Alphq AJlJrhhUi' Shctl Bomp VentedAMminam 860 r,Mu&amp;Waod'. Alpha Aluminumsold &amp; Vented Aluminum OT1302023 No Yea. silfitf Cmu &,wnpi Wood No NfA March 15, 2022 Q Z Z W J I N<w O v r r d ti, L C' f ®i 0 C . a 11 ® 0-d+ L, 1..L,. :Zl �_ C f-. U Cu ^ _\: - C: C3 ,1. - (D C ,"y -., G: Q G) Q 0 1 t-rn T-a x t.. I, ti - � ) _ ! Wt 1 1 3 y !!'� I- i= 1S 1S. C M U O >¢ ! r C M .0 >>a w U) L. (D E_41-al N 2.7 W co M > O " O CL L. -4-4 U O t 1111< i 0- ( i U M m I Q 0- O � L. W c C Q i11 W Z J Z Q J d SHEET NO. PA 1.1 O (n M N U N Q O Simpson Strong-Tie>2020 FCC Approved Products Updated 2/30. 0 P r � :. _ Simpson Strang TIe 2020 FBC Approved Products u 12 Updated 2tao ozo _ r _ Simpson Strong Tle 2020 FBG Approved Products u a tad 12 or2o2o a 13 E'er _z13 Simpson Strom Tle 2 p FBC Appra ed PrQ" Updated t o 020 rz O ( L `For direct links to all SSTapprovals listed belowt CLICK HER - For direct Inks to all SST approvals listed below, CLICK. HERE, For direct IltlK$ to all SST approvals Itsted below, CLICK HERE., For direct links to all SSTapprogals listed below, CLICK HER ' .. ' . For L.. a Information m..l.. t a -A-CLICK HERE. F ado lion I in am n n regarding F prides St. tewide Product Approval System end Miami rraaC Ccun ' NOtICo�QfACCe Lance: PJC'_ 9....9 e_. pp Ys. 1Y... Acceptance ®co d t � xr at :. vat: tem:..d.PJNarni Oa a Cdun .Far addbnalkif a [ear Fldids ewlde:ProduatA f. air$t. k crrn ttari d. a $t .. o _,..Y _... _... regarding . _PP -.V t ": < ND. C LICK HERE:. Nntica�ot ACae once ......- P (. _.. A).. . For t -" IM ati r ar inFlorida's - � I u' Y. row ': � ' e a i-Da `faun P: ca to ':' : O .CLICK : HERE: F attic oriel d taw de Prod. al m and IVw m d Nodce 0 AC ce N. orm onC n.. - ._...- e. A} ..._. ..,:.. e9.......9s.. -APP SYst ..._. .. County ,... ,.... F ..... C. ,. o i r. rd at s. a e': Pr u -. Approval [em -. a ID Caun Notice f ACCe to c'N©.' C HERE. For addQl nal rmormak on e a N FI da St tewid t I and MI m ode o n a oil C V _ , _ A) P... (. ...._ g.,....g _ ...APP .6y? 1y z.4. K FL#3335-R7 FL#J0446-RS FL#10496-R5 91 HUS HUSC series hangers. Face -mount hangers available in widths ranging from 1.518" to 3.0 cu 9116" and heights ranging from 4.5/16" to 11". Concealed flange U Sea # Product Model. Number or Name Produot Descrlption Sea # Product Model Number or Name Product Description Sec # Product Model, Number -or Name Product Description version (HUSC) available for models having width equalto or 3.9f16" O Q �L 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) IM" diameter Tiitematamlesssteel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ST, BTB BTH Brick Ties greaterthan - O L O 2 APA21, APA4, APAB APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC16 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 0 Q 3 APB44, APB44R APVB65, APB66R, APB88,: APB88R, APB7010, AP81 DI OR, APV344,, Outdoor Accents Post Bases 3 CS14, CS16. C518, C520, CS22 Coiled Straps 518" and heights ranging from 9-114"to 16": 0 _ F1.99589-0- APV644R, APVB66, APVB66R, APu688 APVBSBR, APV91D10, APV6101 OR 4 CSHP18, 0SHP20 Coiled Straps 13 LGU3.25-90S, LGLI& SbS, LGU5:25-SOS Face -mount hangers (a O }I 4 APDJT2-A, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4 APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionfrension Strap: 14 LU24 LU26, LU28 LU210 Face -mount hangers (0 0 Sea S Product Model, Number or'Name Product UoscaggM APVDJT2R-6 6 DSP, SSP, TSP GIAd to Plate fie 15 LUC26Z; LUC2107 Face -mount hangers _ , � � E 0 0 L 1 SD10112DBB Outdoor Accents ,- 5 H614.' P 1" R APNH46,APHH46R,AFH .A HH6 0 Outdoor Accents>Heau. Han er Y g 7 H1 H10A H2,5A H3'H6 H7Z H16 H16S H16.2 H16.2S , HurrloaneTies 1ti LUSseneshan hangers g „ Pete -mount hangers available in too � Qi 0- 2 SD9112 SD9212; SDI 0 12 SD102 2 S tong -Dive SD Connector Screw, 6 APLAIAPL6, APT4, APTS, APVL4, APVL6, APVT'4 APVTe _ Outdoor Accents L and T Beam to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Gr der Tiedown !" and heights i' from 5 8 a he gh ranging c .� (n 0 3 SD9112SS:$D912SS Strong_DnveSDConneQwrSS$crew 7 APLH24,APLH24R,APHAPLH26R,APLH2IQ.APLH210R OutdoprAacents,LlghtHa.n..gets 9 11S24 HurcanaTke 17 MG.U'6.SDS, MG U5:25 SDS' MGU5.50 SDS MGU5.6 ..SDS MGU7.0_0SDS Face -mount hangers 4-_ (o 4 . SQGFZ2434 .SDCF �1 -. SDCF226 SDCF2270D SQCF22858 SDGF221014 22'' 2 14. ,.,.r. Strong DrNe SOCP Timber-CF Sere+rt 8 BVLZ rick Veneer Led er Connector B g 10 .. HSS2 SQS1:5 HSS2.Z SDS3 HSS2 3-SDS3 :H5S4 SDS3 Haav Stud.Shoe y 18 MIU senes.han hanger's 9 Face -mount hangers ers available widths';ran r 1,9J1 - granging a m nt a In In from 6 to " 1- _ -� v J Q SPCF2211341 SDCF221834, SDCF271958< SDCF272358, 9 CRT2Z CBT4Z Concealed Beam Ties 11 HST21 HST-3, HSTS HST6 Straight Straps 118" and heights tar ing from 5-16116" to 19-112", r a SDCPZ2434; SDCP22512, SDCP22614, SQCP22700, SDGP228ra8 SDDP22912; Strong Drive SDCP Timber CPScrery r, 10 CJT3Z, GJT4Z CJTaZ, CJT6Z Concealed JoistTies 28.. 0 12 HTS16, WTS24, HTS24; HTS ... HTS3 , HTS30C Heavy Twist Strap 28 Fa " mou t h r 19 MlJS26, MUS , _ Face- n anga 6 SDCP221100,SDCP221IL' 341, SOCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ20KTZ HasvyTWst Strap 20 SUR, SUL. SURC, SULC serieshangers Skewed face -mount hangers available inwidths'ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHRCombo-Head Straw 12 DS DryVV911 Stop 14 LFTA Light Floor Tie Anchor 9/10" to 3-SITS" and heights ranging from 3-1116" to 13-3/4", -7 SDS25112, SD825134, SDS25200,:SDS25212; SDS25300, SDS25312, SDS25412, Strong -Drive ED$ Heavy Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA1:8, LSTA21, LSTA24, LSTA30, LSTA36-- Straight Straps Concealed flange version (SURC, SULG) available for all double SDS25500, SDS23600, SDS25800 14 FWANZ Foundation Wail Angies 16 LST149, LSTI73 Straight Straps 2X and 4X models only acute flange is concealed. 8 SDS2511288, SDS25200SS, SDS25212ES, SDS25300SE: SDS26312SE Strong -Drive SDS Heavy Duty Connector SS Screw 15 GAT, GA2 Gusset Angles 17 LT820, LT640 Bridging, 21 U series hangers: Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720; SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1OA-2; Hi OS, H14. HGA10 HurricaneTles 18 LTS12 LTS16, LTS18, LTS26 Light Tvnst:Strap Wand heights ranging from 2-5/8" to11.114". 17 HCJTZ Heavy ConcealedJostTie 19 MGT MediumGirder-Tiedown 16 HH4, HH6 Header Hangers 20 MST27, MST37, M$T48, MST60, MST72 Straight Straps FL#10007-R8. 19 KSS1Z Knae-Brace Stabilizer 21 MSTA9, MSTA12; MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36 MSTA49: :Straight Straps FL#10667-R8. 20 L30, 1.6O„11-70, L90 ,Angles 22 MSTC28 MSTC40 M-$TC52; M6TC66, MSTC78 Straight Straps See # Product Model, Numberor'Nama Product Description 21 LCE4- Post Cap 23 MSTC48B3 MSTC6663: Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8 ,ATR112, ATR518,,ATR314 Threaded Rods 22 L830, LS50, LS70, LS90 Skewable, Angles 24 MSTI26 MSTI36, MSTI48 MSTi60, MSTI72 Straight Straps 1 BA serres hangers Top flange hangers available m Wdths ranging from 1-9116" to7- 2 T 5 A 6F2 A UD A UD - - : A D1 A 1 � A UD TUb T 9, T 9 2, ATUD9 3, TU 4. TUD 4 2 ,- Aluminum Take -Up. 23 LSCZ ,- Adjustable Ste{ . frm erConrye to daustabe rS g Connector 25 MTS12 MTS16 MTS18 MTS20 MTS24C MTS30 MTS30C i. Medium p „ 3 " 118 and helgntsranging from 7.1J8 to 0. 3 s : '... _ .� _:. P318 2, P11 , BP1f2 . BP .x 8 3, 4, BP3/4 3, PRTUD3-t+ B:: B "2 3. .518 2 eP 1 8P3. B Bearing Plates 24 ' ;.: L$$,l26L2; L55;i28RZ, LSSJ28LZ; l:Sa128RZ, L5SJ210L2, LSSJ210RZ e Hanger Field ftidlustabl Jack g 26. - ,.. _ ,.:.... NCA2x10 12 NCA2x1212 NGA2x816 NCA ' TOTS NCA2>t121, . , , , �c , 6 Bridging g J 2 a e' l7GBF-series hangers rs 5 ' flange hangers avatlabie n Wdths ranging from 3 6t8 to 7 To l d r n in f p 9 $ 5 9 4 CNW3l8; GNW1/2 CNW518, CNW314, CNW518-112, CNW314.518 Coupler tJuts 25 LSSR1 81-,: LSSR2.1, LSSR2 37, LSSR2 56, LSSR210-2, LSSR410 Field igdlustable SfopeablelSkev✓.rble Hanger 27 RCW612 RCWBIA: . _ toad Bracing 118" and heights an in from9-114'to 24" g . f 9 g 5 CTUD55 CTUD66 CTUD66 CTUD75. CTUD76' CTUD77 CTUDS7 CTUD88 CTUD97: _ . - Device Coupling Take. Up De ice 26 T LT 5 L P4, Pa Tie Plates 28 RPS18 RPS22 RPS28: Repair Plate Stra' pa p 3 DGF series hangers Top flange hangers available in Wdths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML252, ML28Z ML21OZ' Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24", 6 N3, N4, N5, N6 Heavy Hex Nut 28 MMH8 Roof Tie Dorm 30 SP9, SPZ SP44 $P6, SIPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in wdths ranging from 1 3/4" to 3- 7 RTUD3, RTUD36 RTUD4 RTUD4B: RTUD5: RTUD6, RTUD7, RTUD8. Ratcheting Take -Up Device 29 MMHC Hinged RcofConnector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie- 518" and height's ranging from 9-114"to 24". 8 TUD9, Ti Take -Up Device 34 MMLU26, MMLU26;2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLUI311 Fars -Mount Hangers, 32 SS1.5, SS2.5 SS3, $$4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers availa[1le in Widths ranging from 5-114" to 8• 9. TUW38 Take -Up Washer 31 RBG, RBCP Roof Boundary Clips 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST21151 ST2215, ST6215,. ST6224;ST6236 Straight Straps 718" and heights ranging from 11"to 32-112". 10 URS3 318"-Uplift Rod Run Tiedown,System 32 R5T-3 Roof Tie -Down - 34 TB20, TS27, TB30, TB36, TB42, TB48, TB34, TB56, T860 Tension Bridging 6 EGO series hangers, Top flange hangers avai�bie in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod RunTiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWBi2, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 U,RSS 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC HTC4 Truss Clips - 36 VGT, VGTR, VGTL Variable Pitch Girder Tisdown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8" 13 URS6 314" Uplift Rod Run T edown'System 35 TJC37 TJC57 Truss Jack Clips 57 W15106, VYB1 DOC, W8126, WR126C, W6143C Well Bracing and heights ranging from 8-1 2' to 28"- 36 22, Z4, 244 Parcel Stiffener Clips 8 GLTYsenes hangers Top flange hangers available in widths ranging from 3-114"to 7- 118" and heights ranging from 11"to:32". . FL#10441-Rs FLO10531-RS 8 HIS series hangers ... Top flange hangers available in widths ranging from 1-9116' to 7-' - FL#40447-R5-. 1/2".and neigh%ranging from 8'to3P". See1 Proet Motel. Number or Name Product Desodptliin See`M Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1d4'to 8-78" 1 DTT2 Hold-down Se # d product Model, Product Description 1 CBH237x5:i5, CBH2,3 `x763,CBH2.S7x9:75 Concealed hangers and heights ranging from 10-112"to 28,F 2 HDC1014, HDC10122: Hold-down 1 AHEP' Adjustable Hip -Erie Connector 2 DU DHU, DH UTF series hangers Face=mount (DU; DHU) andtop flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers avallabls in widths ranging from 3-1/4" to 8- 3 HDQB, HHDQI I HHDQ14 HoldAown 2 D802R SDS3 DSC2L-SDS3; DSC5R-SD'S3, DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9116" and heights 718" and heights ranging from 7-112'to 32'. 4. HDU2,HDU4,HDU5;14DUB,.HOU1I,HDU14 Hold-down 3 GBC'. Gabie.BraceConnector ranging from 9.118"to23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4"toT- 5 HPA28 HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,W.SDS HGU5;35-SDS; HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7:25- Face mount hangers 118" and heights ranging from 14"to 33". 6 LSTHtD8, LSTHD8RJ Strap -style hold -dowry 5 HHRC22, HHRC42, HHRC42-Z HHRC411.81, HHRC44, HHRC5.25/325 HHRC6.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9:00-SDS 13 HITseries.hangers Top flange hangers available in widths ranging from 2.5116"to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Faoe-mount hangers available in widths ranging from 1-518" to 7- 9118"and heights ranging from 18"fo 26"'. 8.. MPAI32, MPA144 Strap -style purlin anchor .6 HRC1.:81, HRC22 Hip Ridge Connector 318" and heights ranging:from 5'5116 b3 12-718", 14 HUSTF series hangers Tap fla nge joist hangers available in widths ranging from 3-118" to 9 PA18 PA23, PA28, PA35'; PA51, PA68 Strap style purity anchor 7 IRU26. Li' LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGUJ .50-SDS, HHGU5;62-SDS, HHGUT000 SDS, HHGU7 25 SDS, Face -mount hangers 3-9116' and heights ranging from 5-318" to 13-1/8". 10 PAI18, PA123, PA128, PA135. Strap -style puriinanchor' 8. LSU26, LSSU28. LSSU210 Light: Slopeable)Skewable U.Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Topflange hangers available in widths ranging from 1-9116"to 5- 11 STHDiO, STHDiORJ Strap•style hold=down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2 HHUS28.2, HHUS21072 HHUS46, HHUS48, HHUS410, HHUS5.5W10, Face -mount hangers 112"and heights ranging from 3 7118"to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24 TC26, TMS Truss Clip HHUS7 25MG version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222r2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7" HSUR HSUL HSURC, HSULC series hangers Skewed face-mo unt hangers,avadable in widths ranging from 3- greater than 2-9/16", F 76C=) THA6422, THA426; THA422-2, THA426-2 118" to 5-118' and heights ranging from 4-314" to 15-314"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- �a�+ 12 HAI .81 22 THAI20612Z THAl2.1122 THAI222 THAi3: 2 THA13522 THA1422 T 1 1 Adjustable Truss Hangar Sized for I -Joists 1 9 Concealed flange verson (HSURC, HSULC) available for all il8" and holghts ranging from 5.318" to 28", •,, o 13 THAL422, THAR422 Truss n Skewed Tru HagerP double 2X and 4Xmodels, only acute flange is concealed, 17 HWPH series hangers To flange hangers available in Widths ranging from 1 911"6 to 7- 9 9 9 9 i s 14 THJA26, LTHJA25, LTHMA Multiple Truss Hangers 8 HTU26, HTU28,.HTU210, HTU26 2; HTU28-2, HTU210=2 Face -mount hangers r 1/2 and heights ranging from 5-318" to 37'. 6 r 0 15 THJM2-4-SD83 THJM2-5-8DS$; THJU26 THJU28-W Multiple Truss Hangers 9 HU, HUCsenes,hangers Face -mount hangers available in widths ranging from 1-9/16 fo 7- 18 ITS series hangers. Top flange hangers available in widths ranging from 1-9/16"to 3- C14 _r � , 16 TSBR2.24 Truss Spacer -Restraint 112" and heights ranging from 2-718;'to;19- 14". Concealed flange 5/8" and heights ranging from 9.14" to, 16'. C3 ' (15 y. i-' 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors irig Width equal to or version (HUC) available for al models have 19 JB saves hangers Top flange hangers available m width of 1-SITS" and heights 48 VTCR Valley Truss Clip greaterthan2-9i16,". ranging from531S"to7-114". 9 9 CO ,- r 10 HU=Q 8119 SDS, HUCQ1 81111-SDS, HUCO210-2-SDS, HUCQ2/0-3-SDS{ HUC0310- Face -mount hangers 20 JBA series hangers Tap flange hangers available in.wdth off-9116" and heights to t SDS,HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25/9-SDS HUCCI5.25/11-SDS, HUCQ610- ranging from 9-3116"to13118. I SDS, HUCQ612 SDS r (1) C> G? - �� Ri S r ., �.,•yy} i e N C U � �' - `' LLJ Simpson Stroh -Tie 2020 FBC Approved Products updated 12130rm20 �-Simpson Strong -Tie 2020 FBC Approved Products updated 12130/202o ® Simpson Strong -Tie 2020 FB:C Appraved. Products Updated 123/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 120/2020 For direct links to All SST approvals Itsted tralow,,:CLICK , HERE, For direct Inks to all SST approvals Asted below,. CLICK HERE. ® For direct links to All SST Approvalsnsted below,. CLICK HERE For direct Dinka to Al SST approvals listed. below,. CLICK HERE . - For additional Information Flmdas Statewide Product Approval System and NNarrir�ade County Notice of Acdeptanca {NOAI, CLICK HERE, ^ Far Additional information regarding Flmdae Statewide Product System and Mom -Pate County Q Nohce of Acceptance (N A7, a For additional arformaUon regarding Flvndas Statewide Product rural -e and m-0ade County d eg g c pp System n N11a tY G E Nonce Acceptance N0 LICK H RE of A p { A;, Additional m rCK For ddtio I information ardin Florida'sFlmdas Statewide Product rowels System MgamiiJade County a eg g Apo yet NouceafAcce lance NOA HERE ty p { ), 21 LB series hangers. Top flange hangers avallable.inwidth of1-9116'and heights FL#11468-R5 16 SILBV1,56,S1LSVIZI,.S1LBV206,S/LEV237,S/BV256,S1LBV2:88,S/LBV312;, Tap FlangeJvistHangers 5 SET-XP Adhesive Anchor for concrete ranging from 5.816" to 15-1/s";: 8iLBV3 56, S1LBV362-S1LBV408: S/LBV4,12, SILBVd.28, S1LBV4-75, S/ b 5:50. 6 Strong-Bolt2 (5TB2, S7'B2-4SS; STB2.6SS) Strong-Bo11:2 Wedge Anchorfor concrete available :in carbon 22 L3AZ series hangers 9 . Top flange hangers availablein Width of 1-9116' and heights Sea # Produot Mp gl. Num,bIr.or Name Product Description 19 S/LTT20, 57DTT2Z. S"T14, HTTd, HTT5 Hgidowns steeland Types.304 and 316 stainless steel ranging n9.3r18" to 13 11 IS ngi g 8 i - ' ' HHUS2IQ 3; HHUS210 4 Joist n er Jai a 9 20 S1MST60 SJMST72 slaps 118 mil 10 a P C 9) 7 Titan HD HD-H THD-HMG THD-H4SS, THD H6S$ THD CS THD•CSESS (T ) Titan HD Heav Du Screw"Anchor for concrete and Y Duty masonry 25 LEG', LEGS, LEG7 series hangers Top flange hangers available, n Widths ranging from 3-14'to 6- 2 HRS6 HRS8, HR512 Strap, Ties 21 SP4, SP6 Stud Plata Ties avallabls with ilex head in carbon steel and Types;504 and 316 7/8 and heights ranging from9" to 33-11: " 3 HUCQ210.2-665, HUCQ210 3-SDS, HUCQ310SDS JcistHanger 22 SSP, DSP;`TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEGS MEG7 series hangers Top flange hangers available in widths ranging from 5-1141c, 6- 4 THGB2, THGB' THGBH2, THGBH3 THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316stainiess steel 718" and heights ranging from 9"to 32-112", 5 THGQ2-SDS3, THGQ3S1DS4,5, THG01-12-SDS3, THGflH3SDS4 5 THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flangs hangers avallabls in widths ranging from 1-9116" to 5- 6 THGW3-8,THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, TitenHD Threaded Rod Hanger forconcrete 1/8" and heights ranging from 9-114"to 24", TH050234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -Ail (WA) Wedge -All Anchorfor masonry ranging from 3-3/8" to 7-118" FL#11473-R5 FL#13904-RS (D 27 RR Ridge rafter connector - 28 WP series hangers. Topflange hangers available :ln widths ranging from 1.9/161' to 7- sac # Product Model: Number or Name Product Description Sea if Product:Modeh Numberor Name Product Description FL#16230-RB 118" and heights ranging 9 114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, GCQM4.62-SDSHDG, CCQM5.50-SDSHDG CCTQM3 62-SD'SG, Masonry Pier Caps 2 FGTR FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62S0SG COTQM5.50 SDSG, CCCQM3,62-SDSG CCCQM462-SIOSG, Sec # Product Model, Numberor Name Product Description 3 HIS, HISS, H162 H16-2S HurricaneTle CCCQM550-SDSG 1 AT;XP AT,XP High -Strength Acrylic Adhesive for concrete or masonry FL#10 0-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.(KG,KT, ECCLQM4.62G-KT, ECCLQM5.60G-KT1ECCLLQMD3.62G-KT, Masonry Pier Caps 2 Er -HP ET -HP Epoxy Adhesive,for masonry S HETALI2 HEfAL16 HE7AL24 Embedded Twat Anchor ECCLLQMD4v62G-KTECCLLdMD550G-KT,ECCLRQMD3.62G-KT,ECCLRQMCI462G- 3 SET-XP SET-XPHigh-Strength Epoxy Adtresfvefarmasonry Sygg� product Model. Number Name Product scnption 6' HGAMTD, HIN9 Masonry retrofitKT, c9nneciors ECCLRQMD550G=KT 4 Strong -Bolt 2 (ST82) ahreng•BcIt2 Wetlge Anchorfor masonry ^^'' W 1 ABA44 ABA44R, ABA46, ABA46R. ABA68 ABA6612 Base Adjustable Post as :7 HHETAI6'.HHETA20..HHEfA24HHETA40 Heavy Y 3 HGUM5.25,.HGUMS,SO,HGUM7.00,HGUtvT1;25HGUM9,00 Heavy Masonry Hangers -.5 , Titan 2(TTN2) Trten.2ScrewAnchorfor Concrete 2 r. ` r - ABU44, ABU44R, ABU46;; ABU46R; ABUS 3, ABUo 6, ABU65, RBU66: ABU66R, ABU88; Adjustable Post Base 8 LGT2 LGT3:SDS2.a LGT4 SDS3 Girder Tiedown 4 LG Z Z L 26.4 L 2 L U 2 3 LG 2 UM2 0• UM 6 GUM26 3, LGUh1 GUM28 G M 6 UM 8 4, LG 1 2,. r Masonry Beam Hangers Y 6 Titan D 4SS HD 6S5 D 5 T n HD (fH H , T H , TH GS6S) w D 4 Tlten H Heavy -Duty Duty Screw Anchor available m 30 Y ^ 1 ABU80R, AfBU1010; ABU101DR, ABU1212,: ASU1212R 9 LTA2 Lateral Truss Anchor - LGUM2103, LGUM2104, LGUM46. LGUM48;: LGUM410 or 318 stainless' steel with hex head-, and 316 stainless steel with 3 ABW44Z, ABVi144RZ, ABW46Z; ABW46l2Z, ABW66Z, ABW66RZ, ABW7.7 .... Adjustable Post Base 10 META12; META16, META18, META20, META24 META40 Embedded Truss Anchor r a '. r r' r r r. •r.. r MBHA3:T2/9 Zo, MBHA3.1Zf11 25, MBHA3.o617,2a, MBHA3..�619.2a, MBHA3.o6/11.20, MBHA356/11 88, MBHA35W14, MBHA3.56/16, MBHA3.56/18. MBHA5-5017.25. Masonry Top Flange Beam Hangers 7 countersunk head. � - Screw for z coV A04, AC4R, ACE4, AC5, ACBR, ACES Post Cap 11 MSTAM24; MSTAiWO, MSTCM40, MSTCM60 Strap Tie forMasonry Titen Turbo (TNT) Then Turbo Anchor concrete or masonry J 5 BC4, BC46, SC4R, BOB, BCSR, BCB, BCS2-214, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHAS 5019 25 MBHA5,50111.25, MBHAS-50/11,88, MBHA13-50114, MBHA5 50flb, 6 C844, C646, CB48, CB66, C688 Embedded Column Base MBHA5-50118 Cz 7 CBSQ44 SOS2, CB5046-SDS2, CBSQ66-SDS2, CB5088-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3 5619.25, MBHU3.56111.25, MBHU3.56111.88, MBHU3.56114; MBHU3.56/18, 019 MBHU5:5,25, MBHU550111.25, M8HU5,50/11.88, Masonry Beam Hangers FL#16937-133 8 CC ECC, ECCU Series Boked column caps with W1 ranging from 9-1rZ and FL#11496-R5 MBHU3.56118, MBHU5,50/14, W2 ranging from 3518' to7-112" MBHU5.50116, MBHU5:50J18 Sea # Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCCSOS2:5 Series Screwed column caps wlth WI ranging from 3-114" to 9-1/Z and Sea # Product Model, Number or Name Product Description 1 X3481018.5K, XI$1016, X1 BI016-4K; X01 S1016 XQ161016-4K 410-16 Strong -Drive X Metal SefF Drilling, Tapping Screws with #3 L, W2 ranging from 3-5/8 to 7-112" 1 DTT1 Z DeckTension Tie Drill Point 10 CPT44Z CPT66Z CPT88Z Concealed Post Tie ease 2' H012 HD49 Bolted Holdowns: FL#13875-R6 2 XLQII4T1224, XLQ114B1224.2K 412,24 Strong•Drive,XL Large -Head Metal Self -Drilling Tapping 11 12 EPB44A, EPB44, EPB4H, EPB66 EPS4Z Embedded Post Base Embedded Post Basis 3 4 HD36, H05B, HD76, HDOB HTT4, HTT5, HT75-314 Bolted HQ140wns' Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114S1,224 X(1 Qi 14B1224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self Drilling, O 13 LCB44, LC866 Embedded Column Base 5 LTT19, LTT20B LT1131 -. Light Tension Ties 1 SDW2230p; SI?W22338,SDW22438, SDW22458, SDW23540, 8DW22¢00 5DW22836, - - - �alrcng Drive SDNf EWP PLY and TRUSS PLY Screws Ta m Sgrewswitn #5 Drill Point and Medium Diameter Hsx Pp 9 14 LPC4Z, LPC6Z Light Post Gap SDVt122634 SDWC 4 XQ114S1224, XQ114B1224-2 51f, X114S1224, XQ112S1224, X0112131224 21K #12-24 $trong-Drive X Metal $0-DnlGng, Tapping Screws with #5 Drill Point U 15 MPS44Z, MPB86Z MPB68Z Moment Post Base 2 SDWC15450, SD.WC15600 Strong -Drive TRUSS Screw 16 P844 PB44R, PB46. PB66 PB66R Embedded Past Base FL#13626-h5 3 SDWH19300DB SDWH19400DB,;SDWH19600DB SDWHI9800DB,SDWH191000DB _ Strong -Drive 9 5 Xi Of 0, , #10-16Stron-Drive-Driliin ,Ta in Screws with g 9, Tapping 17 PBS44A PB546. PBS65 Embedded Post Base 4 SDWH27400G, SDWH27600G SDWH278000 80WH271000G SDWH271200G Strong -Drive SDWHTIMBER-HEXHDGScrew 41 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description_ Anchor.Bolis 5 6 SDWS1"6212, SDWS16304, SDWS16312, 5DWSI6400 SDV11S1971Z SDWS224(A7,SDWS22500;SDWS22512; SOW822800; Strong -Drive SDWS FRAMING Screw Strong SDWS TIMBER Screw nor Grade) O 19 PC44.16. PC46 16, PC48-16, PC64-16, PG66-16, EPC44-16, EPC46-16 EPC48Y18, Post: Cap 1 S6518x24, S6718x24, SB1x30 SB SDWS19600, -Drive (Into _ EPC64-16, EPCSS-16 2 SSTB16', SSTB20, SSTB24,.SSTB28, SSTB34, SSTB36, SSTBI 6L, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS2280O, SDWS22900, SDWS221 MO. SDLWS221100, SDWS2212W, SDWS221500 FL#38320-110 L 20 PC4Z, PC41R2�- PCBZ, PC5R7, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCdz, EPCBRZ; EPCBZ, Post Cap SSTB28L 7 SDWS2230066. SDWS22400DB: SDWS22500DB, SDWS22600DB; SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior G rade) EP08RZ SDWS221000DB Sege# Product Model. Number r Name Product Description 21 PPB444Z; PPB44-6Z Post Base 6 8DWS22312DBB, 8DWS22512DB8 Outdoor Accents Structural Wood Screw -1 DSSCB43-5, DSSCB48, DSSC846, DSHS Bypass Framing Dri t Strut Connector /11 22 RPBZ Retrofit Post Bass FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS27600SS, SDWS27800SS; Strong -Drive SDWS TIMBER SS Screw 2 FCB43 5 FC645,5, FCB475, FCB49 5, FCB411,5 Bypass Framing Fked-Clip Connector SDWS271000SS SDWS271200SS 3 FPH8D34S1016, FPHSD34B101$, FPHSD3461016-5K, FPHSD34S1214:, 410-16 and #12-14 Strong -Drive FPHSD Framing -to CFS:Self- FL#10866-R5 Sag X 1 Produot Medial. Nirmberol"Name CMSTI2,.CMST14, CMSTCi6, CS14, CS16, CSI6, CS20, C$22 Product Descrription Coiled ,$traps. 10 11 SDWV13400 $1`N22 Strong-DntreSDWV SOLETO-RIM Screwy Outdoor Accents: Hex -Head Washer 4 FPHSD34B3214, FPHSR34B1214•>K LSFC2.25,LSFC4.25, L$FCB 25,;SFC225, SFC4.25, SFC6.25 Drilling, Tapping Screws- Steel Framing Connector U 2 HRS6, HIRES_ HRS12 FHA6, FHA9, FHAl2; FHA18, FHA24 FHA30 MSTI26, MSTI36, Straps 97 mil (12;go) 6 1_4SC4,25, LSSCfi 25 SSC2.25, SSC425 SSC6 25 MSSC2.25 MSSC4.25 MSSC6 26, Steel Stud Conneeors Sec i1: Product Mode(, Number or Name Product D"criptiOn' - M8T146; MSTI60, MSTI72, E/MST27 S1MST37, EIMST48 MSSC4.25KW MSSC6.25KW' 1. FJA FSA Foundation Anchor ,3. HTS16, HTS20, HTS24,HTS28, HTS30, HTS30C. HeavyTrMst Straps .FL41-5363-190' 6, RCKW3, RCKW5,5, RCKW7,5 RCKW3S, RCKW5:5S Rigid Knee Wall. Connector 2 FRFP FlatRetroSt Foundation Pirtle 4 r S 1 S A24 LSTA30, LSTA3Q LST149, LSTI73; MSTA9, MSTA12, MSTA1a, MSTA18, M TA2,, M T Straps 18 a Str p. („g 7 7 S 8435-SC845-5'SGB475 SCB49.5 SCB411:5 MSCB45.5 MSC$47.5 G , , , Bypass Slide -Clip Connector �'p , 9 p .. 3 _ _ _ _ } GH48 6 GH46 8, GH48fi, GH48 8„GH49 0 6, GH410 8, GH66 6. GH66-8 GH68 6,;GH68- Girder Hanger 5 ST 4 : 292 21 2115. ST2215 L5TA9, LSTA12, LSTA95, LSTAiB, LSTA21, L A2 , ST , ST 2 .5T _ _ Straps 3' mil 20 a ap ( g j �� Product Nipgei. Numbe r or Name Product Description 8 3 -5 5 7 C - 8 82-511 5CS 2 797 SCS62 19-.. S S62 5111 , SCS 1 8 _ ra n Bypass Framing yfM g 8,GH6116; GHOI0-8 6 LSUBH3,25, SUBH3.25; MSUBH3,25 Bridging Connector 1 AS IS, AS:18S5 AS ISS6 16 ga. Truss Plates 9 SCW3,25, SCW5,5: Head -of -Wall Slide -Clip Connector 4 GL85A, GLB5B, GLWC, GLB5D, GL87A GLB7B, GL67C, GLB70 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25,, MSJC8.25 MSJCI0:25 Steel Joist Connectors 5 GLBT512, GSLT612. GLOT51ff GBLT616, GLBT520, GBLTS20 Glulam Bearing Plata 8 LTS12 LTS16, LTS18; LTS20 Light-TwistStraps 3 AS-20 20 ga. Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector #14-14 Shouldered Seff-Drilling, Cz 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9. MSTA30, MSTA36 ST5215, ST6224, STB, ST12. ST18, ST22, MSTC28, M$TC40, M5TC52 Straps 54 mill (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3431414, XL51-17861414 Strong -Drive XLSH Tapping 7 HGT4, HGT-3, HOT-4 Heavy Girder T'iedown 10 MSTC6s, MSTC78, ST8236 Straps 68 mil (14 ga) Screv"s LLI 8 UFP10SDSS Universal Foundation Plate 11 MTS12, MTS16 MTS18, MTS20; MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016,XQ1B1016-4K, XQIS1214; XQ181214-3,5K, X07851224, XQ78Bt224-31K; 910-16, 412-14, and 012-24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 Si81,56, Sj81 81, S162:06, S1132.37, 8/82.58; S182.88; S113312, S183 56, S1B3.62; S184,06; Top Flange Joist Hangers FL#15130-R4 X0114SI224, XQ714B1224-2.5K; XQ112S1224, XQ112B1224-2K, X3461016-5K XI Si D16, X1 B1016-4K, Xi S1214, X1 BI214-3.5K Tapping Screws ¢ ^�^'' 8,�4 W 13 BA212118, SiBA2.12t105SB 2.12I12, S/BA2.12/14, S/BA4.18/8 SIBA4,18/10, Top Flange Joist Hangars Sea # Product Model. Number or Name Product Description Z SIBA4.18112; SIBA4,18114 1 ET -HP Adhesive Anchor for concrete z 14 SJH1A HurricaneTle: 2 GAC, GDP, GDPM-50, _GDPM-75 'GDPM-100, GDP$, OW-50, GW-75; GW-100, GTH Gas -actuated fastensrsand assemblies; Q 15 S/HD8S, SIHD8B, S/HD10S STHD/OB S/HD15S, S/HD158 Holdowns 3' PDPA, PDPA-K, POPAMa PDPAT PDPAT-K, PINW, PINWP PINWP-W, PDPAWL, Powder-attuatedfasteners threaded skids, and assemblies 16 SIHDU4, WHDU6; SJHDU9 S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PT414A4 17 S/JCT,S/HJCT Joist Hangers. 4 SET-35.. Adhesive Anchor for concrete'. n- SHEET NO. March 15, 2022 PA 1.2 t� 1: 4 . E -1 n .14 .thodat. ME pr�Ydsu# patrol Sap�sss�r NO -A, 361-'Q 1 WA3 Y-giaraism tlsil ; �'�pvff U,4 1026 }arorai 13�a a 3 a stbi , 2.031 I F T, g 3 o kill ( e , oo R 11 P..$ - • t:�- ! ►. - -.. °%# n �;# n :5 .s ,:w 54.,ei k: _=as�i:.. 'f ^a 9.a:� 9`a M. ;.�,, typ.. .4x r T, n r:.! :p a+:.R. March 15, 2022 O N c- N 0� V! U .� L � O 0 !✓ .� Co U N r to O 03 U 0 C13 '� Cn c O Q O O Co L.L. O — !E "o L a) O L.L Q F coO -a .0 �C/o� VJ Q Cil CN ' t4 L' t _ _ ll I Q) V) Q a ? `i >1 2 C 7 0 L) +� t1 0 w Cn L. CD E z U) c13 o o � U O < L CD V (13 m =:3 Q O L W� z J z J SHEET NO. PA 1.3 IILI ECO mc\ TILLIT TESTING & ENGINEERING compmji PRODIJ axy 22.TESTIRE ORT Large. missile Impact and fatigue load tests were performed under Protocols TAS� 201, 203 as persection 4,626 of the Florida Building Code, Uniformt static loads BMW .3 6. MAJERIAL CHARACTERISTIMARRAPREWWAROft Shall be strictly in accordance With General Notips' and CompoiTents indicated on sheet 1, 2 and 92 of 2.8� of Product Evaluation Document (P.E.D.), drawing WATTRR A- TTLL1T,.M,FE, I'M-CC FLIX -tI9.144 I as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20w1176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 Of Testing, Inc., Reports # g6-669 dated 08/0911996, #96-670,dated 09/1,811996. 26, of Product Evaluat ion Do I ournerit (P.E.D.), drawing No. 20-17C PRODUCT Elt"L ATIQN REPO #96-T30 dated 090j/199Q. all three signed and sealed by Hector M, Medina, P.E., Fenestration Testing Laboratory, Inc. reports* 2032 dated 04116,11998 and # 2126 Opted 1 0/06119,46 witnessed byGilbert Diamond, O.E. and Report No. 7. UMITATION I AND GQNDITIIQNO��� REPORT NO.: 20-0720.011 0219.01-0S, clated March 4,2009, signed and seated by EcImundo Lot gaespada, P.E. and Henry Hattern, P. E. 7.1-ftell-bie Strictly In cornplionde with General Notes No. 1,,8-thru 14, indicated DATE: July:26, 24320 Te silo test re y , n portNo.0QM­197b 00 Metallurgical, Inc.. dated March 13,200g, an sheet I of26, as'Well as,Goinerral Notes # 1 thru 4 and 11 thru 16, Indicated on,sheat 21 of`26 of Product Evaluation Document (P.E.D.� drawing No. 20.116 PRODUCT CATEGORY: Signed and Sealed by Frank Grate, 'P,E. prepared by ritteco, Inc. and signed, and sealed by W_alter A. Tillit, Jr., P,E, PRODUCT SUS -CATEGORY: Storm Panels 2.&WRUCTUIRALJ 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Gotvariiized Steel Storm Panel for maximum panel length vs. design defined on section 1020.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind 1,004 as Well as maximum anchor spacing vs. design wind load and panel MA, UFAPTURER: 010bld2toft Lon length based on rational and comparative analysis, and in accordance with 7.3. Product she[ I only be, Installed into poured Concrete, _Coniarete. block, and �,N Br-aducts I.L.C. 460 S�W. 51 Street section 1616 of the Florida BuildingCoda. Calrulatio,nopmp,,amdbyTifteco,lm, 'and wood ftAme sUlucturps. baVie, Florlda3�314 dated 11/03108 03/12115, signed and -sealed by Walter A. Tillit, Jr., RE. I.... RUMQSE OF EVALUATIO 3. MIS SILE-IMPMT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Eva luallot) Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact uridersection 1626 ofthe Florida Building Code, as per No. 441,67), President of Tiltew, lne. (Florida CA�00016719). lb #1,00) to the 010all Protoctloin PirOduets, LLC, Rule,.Chapter No. TAS 201 Protocol. 61,G204, Method I Dof the rforlda Department Of Business and P60fissional keguladom —4WI NO N, T14Z Nv 20 Gage Galvanized 8teef'Stotm Panel has been verified to sustain wind �p E N, pe This product is being issued an Evaluation Report as described heroin, and has ,prossums. Maximurn panel length shall beas Indicated on theetslS,10,14, 15, S 44167 .40on verified for bornplioincle In accordance with the 2020 Seventh Edition of the 16,1,0. 25 and 26 of 26 of Product Evaluation Document (P.E.O.), drawing No. ft-*j Florida Building Code, and to Verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing qhall be as Indicated on shoots 8� 9, 10, 11, 14,15,117,18, 1Q, 26 25and STATE OF at least equivalerittor thatraquired bytheCoclt.i� 26 of 26, of Product Evaluajion Document,i(P.E.D.), dravfto No, 20-176, This Product Evaluation Report shall be subject to review and n Vision In caw of p a Building b6derchango that may affect its limitations and conditions' 3_,. I N -STAL LA_T 10 N Installation shall be performed strictly in accordance with details indicated on 2. le—vinocE suamiTTED- sheets 3 thru 7, 10 thru 20, 23,24 and 20 of 26, of Product Evaluation Document. WATILL D�I T[LTECO ADMOM REWRPIS\P. E. RaPORT-2o kjaLdAAL PR&E&IoN PF�&)UttS. LLP 26 GA4jE 2,1� PRODUCT EVALUATION DO (P.E.D,.), drawing No. 20-176. Minimum separation to glass shall beas QALvMJZE1) STEEL STIPIRM PANWORM 490-176\ REPORT# 2"728.01 Drawling No. 2-0-176, titled "20 GAOE GALVANtiEb STEEL STORM PANEL", indicated on sheets 8, 14,16­25 and 26 Of 26, of Product Evaluation Document sheets I thro, 26 of 20 prepar0d.bytiltaco, Inc.; stoned and scaled by Walter A. (R E,DJ, drawing No. 20-176. Tillit; Jr., P-,E�- Opted 07126/2020. This drawl r rig Wan integral part ojitplg floqlj jilltly," Evaluation Rep lort, r4 ?0 0, KV, g�# S �� 04. 1A EN 0C Q;k E Nve - IP ;7 No 441 Sz7 1 ts,� sTArE OF A19Z-Z A 0i,5Nw.36thstrw S*te 30, Miami, Flojida,3,3166 - PhOge., (Ws) 871-1530" N 011 IN CAM "I PRMW STOW4 OR PMW CONCRETE IANELS, STI)COO OR ADDS 1344M BE MNO ON IRE VMN0 Wltl� ANCHORS SMALL BE LOW 041,1014 10 REACH TOE IVAN SMMVK SE)iM SUCH PANQ� SIM PMEL SH&M ON 1"S PROD= EVALUATION, DO=KK (P,") MAS BEEN YOURS) FOR 0OWUME IN ANCROWE *KL BE AS ME"ONEv N 8�1) AM IN ACWRDMU WITH YN4 020 (7th fOITION) OF THE FLOIROA SUILOD10 COSE IC) 1O.UAMR-11M DESION VWND LOAM %ML BE DEDILRIANED AS PER SEUM IS" OF THE AOOW MEWOWD COM FOR A AS IM- WWRF THESE 'MLIL ­41/01 TAPOON AWHORS, AS M" kw, IK. - 14_ 0 PANIXW1E FE!"R NAME PLUS ANCHORS, 4 MANUFACILAW BY ELO OWISTPACDON PROMCM� ON A == PAWFE-OWaS 16 AND SMALL V= Ileo LAO SCRM PER Nz-,;, DESIGN PRESSURE ROW" INDICATED ON SHEM 7 IM t2, 14, 15, 18, 19, 7/16"0 - SO* WOOD 9=04, AS VISMISIM BY ALL PQW SCREW, BOLT & SPEOW-TY CO, IN ORDER M V8WFY THE ABOVE CONDITION, ULTNAIE DES" WIND LOADS OMRIAWO PER ASCE 7-10 SMALL BE FOW AMUCEP TO A-&O� VESM NINO 1.005 BY MULTPLY" TWO By 0.6 #4 ORDER TO 03) NOR" "EASED POWRAVION NIO WOW OF WOOD ANCROM EKALL BE 1 1/2* AND 2' FOR MCO FANSAVE nAJS COMPARt IMESE W/ VAX (A.Sb� DESMON PRESSUK RX7" INDICATED ON SHMS 7 114W 17 ik 15, 16. tS & 20. AND PANUAKE FEMALE ID. 10 ORDER 70 VERIFY IHAT XSCHORS ON TAS PED, AS TESTED WERE NOI OVER SW.SSW. A 3n INCREASE N ALLOWABLE C1) r V=T��PENV�%=OF No TWEAIMM OER61NTO WE WOW Fame U"rt SMALL BE I Il2 BE AS PART OF THE RMMD "CADCD PEWMION, WRM FOR "NO LOADS WAS KM U= IN THER ANALYSIS. FASTENERS SPW-NO TO WODO HAS BEEN DETERMINED IN ACCORDANCE WON NDS. 2018. C 3) MIN111" EDGE =AKC OF LAO SCREWS, INTO WOW SIALL BE AS 114010OID) IN INIS DRA"NO STORM PANEL'S ADEQUACY FOR IWA" AND WIND 00=40 HAS SEEN VIDURED IN A0060DANCE WOM SEMON 106 a IW ABOVE MENTIONED OX AS PER Wft�jr� laIGINEERING & TEEM M. REPMS 90­E&S. SS-S70 & 96-TJD AND C�4) M*MW POMMMIR OF WOW ENSHING SMALL K 6/8'. 1/4' 0-20 SORCO USED %W1 BE 1 1/2' LONG OWLIM M0�1 TEMIB LAS, M., $VMS W32 & 02126 . AS PROMMS tW-201� MI-202 ANDIAS-203, SHWILD MCC* cw� AND 11 MINIMUM FOR WAUS "I" Me vn=� AS Wet AS AMMUCAN TEST LAO OF SOM FLORIDA WOW #02"041-0% A% PER TAS 2D% TAB 202 AND TAS ZOO $TANDAM� 0�5) IN CASE THAT PRECAST OONONETE OR WOOD SON,05 BE FOUND ON THE OWNG SIO"k 0& T =1O 2. ALL AWKSO OURUM48 M BE 600-iV AUQY AND 19MM. (URLM OTHERMSE NOTED)� ISM SMEET 2� WALL. N4;NORS SHAL1. r to C REACH THE WW SMMRZ WIM'SUCH PANELS ANCHORAGE *AL BE, AS WENTIONEO P N CA), 0,2) 4 C,4) 3- ALL AU)MINM %W WIAL USED AT CLOSURES VALL HOE 31%-014 ALLOY, (0) ANCHORS SMALL fit INSIALM FOL100V ALL or THE RECOMIAERDS"ON5 AND SIPE1WICATIORS OF THE ANCHOWS MANUFACTURIM 4. ALL VM SIW METAL PANELS %K1 HAVE SM=Rk QLALOY Mo. AMI A -MA ;;R� So WOMUM. G-60 0ALVARMW SIXEL DItSIGNAWN VIM- $6 S W WTR RK=j 0 PAWI$ MAY WST OWN ON SEC11ON 3 THRO" IG ($HEM 4 DETAILS SH "MGM 6) AIM Be DSrTION * ALL SCREWS '10 BE STAINLESS STEEL 304 OR 416 N% SURICS OR CORROSION FAWANT COATE CARWN SM AS PM W YfELO "901M AND DIN 54018 W 90 W IENSILE STRENCIR & SMALL COJAPLY W/ FLORIDA SOU94 CODE % IT "I BE THE f"'ONSIBILITY OF THE OONTRWM 10 VERIFT THE %"OKSS OF THE STRUCIM WHERE SHUM IS 10 BE SECOON J14. ATTACHED TO INSLARE PROM ANOMAM IRS SMIMER SKILL ONLY BE ATrACHED TO 000MM SL= OR WOOD FRAME 841ILDING& * SOLIS TO BE AWM A-307 CALVANIZED SrUL OR AS] 304 SEIM& STAINLESS SIM, WnR 36 W WMUN YEW STREMM. 10. MH REGOLAR STM PAWL WIN QRS $-a MrZ� �12-4*,Ag OjW ;W ALIErMC&IN0, ON & low ON09FERNS, 6 A 12 SMALL MD = VISIBLE UCIINS 04R 7, ANCHORS TO WALL SMALL. BE AS FOLLOWS. TERANT TO Se V-S Wffh AIPKXASLE REWORME" MIND PDOM OF HURRICANE WARNING, TO 1/00 TAPWN AWHORS AS NVINOIFACrURM BY LT�W. BUILM� ft. (Mbr� V�ZIOI ip�!.) 11, 1�e INSIA"TION tONTPACM IS TO S= ALL SIMMER COMPOWNT &DOUS VIHCH BMW IN CONTWOUS OwAct WITH INE WILOAC TO Pft*VONT *M/RW 1�44' 0 . 7/8' CALX-114 ARCKORS, AS BY OEW&T K. (IWN� f'.-WDQ p.-L) I 't . 3/#' $OLO-$Cr AW.�, AS DISPRIBLItED BY ALL POW SCREW, BOLT A SPEtKTY CO. 12, SMM PANEL 1145TAIIA11014 ISHALL COMPLY WTH SPECS INDICATED IN IM MWIMO " ANY BUILDING AM ZON94C RMILAOUNS (M& F-3000 P41Q I PW490 By THE 4AMVION *0EPUNIT IS APPLIED TO, f14-10 PAWLMATE ABME 1) & PANCLOAT. PLUE ANCHORS, AS W0,WAMMED BY EL= tOpmrspi"ON PROSIM, (10OL rv�l= P�;) 13, (0) TKS PRODUCT VAALUOMN OMMENT (PZO.) PREPARM BY TKS VONCER IS GOMW AND DOES NOT PROVIDE IWOR01ATION Ile* CF TAP-00 ANCHORS, AS MANVACTMD BY IM-FAST COWMNION (1`4-MW FOR A SITE SPWFIC PAOXCt., ;�.. WHIBIC 114C SWE CONOMONS DEVIATE FROM IK Me. AT) N "M" OMEtAIENT Or IAKON ANMRS WO POLVtOO CONOWE SMALL BE 1 �1/4% 0 FOR PANELMAIE MOLE W WKIRACTOR M BE KSPOWaW FOR TME SELEMION. PWMASE ANO MTXtATQ% INCLUOIN$ LIFE SAFM Of THIS PROM= BASED ON If" P1,I), PROVIDED ME/" WES W SE"Ot PROM THE CONOM"S SEIAILED ON ISM WC("�On� 0 AM, FANWAUE PLUS AND 1 1/4' FOR Cr TAP -MP ANCHORS, SA" AT SRE IS THE 0ON'NIACTOR'S ROSPONSOM. A.2) MN­K A, SOUD-SEr MC44ORS WALL SE EMBEDDED 7jW WO T"15 POURED, =NCAM. No EMOMMEW IWO (0) THIS PRODUCI EVALUAIM DOMMEW WILL BE CONSIDERED INW.0 W WDIFM STU= SMALL BE PORW"M 1/4* #-20 SCREWS USED sunk BE I 11r LONO MINIMUM SIAXIO WIXOO "1517, NO T* M044UM FOR WALLS W"H NO MCCO, AND MAY BE HEADED SOREWS OR ALL THREADED SICREWS W/O WAD. (0 SDE WWM PROXCM %ALL BE PWAKD BY A FLORIDA REWMRED ENOWUR,OR ARWITEOT WCH VALL BECOME Tw BUT W" "No WM 9014M OF RECORD (EO*,) POA THE Fq"CT AND " WILL BE RESPONSIBLE FOR TW PROM USE OF 1W FES, ENGINEER OF RVOORD, AOrm AS A DELEGAM ENGINEER TO THE &3) IN CASE TMT PRISCW SPORE, PRISOkq OONCIIETE PAN" VWVM� STLICOO OR WOO BOARDS BE FOUND ON TW P," 04"M. S44LL SLQW TO THIS LATTM THE SIC SPMM ORWINGS FOR REVIEW EXISORO WALL OR FLOM ANCHORS SMALL BE LONG DMON TO REA04 TK NIAIN STRUCrum BEHIND SUW PAWLS, AMORORACE SMALL BE AS UENDOWD IN XI) AND IN A,2). (A) THS P.",'SKALL SEAJ� THE OME AND ORWOL SM 90 300TURE OF INE PROFESSIoNoIL ENOVISM OF' RI!CM IMAT PREPARED IT. (a) TO on" 1/4- 0 1, T� W, SLOLOM �Nc� IC SKITTER ~ACn=WS LAW SMALL BE LOCAICO ON A RMILY VISIBLE LOCKnON AT 5TOW PARIS, SK ITTER IN ADPORWOE WITH SWTO 17093,3 OF FLORIDA BUILDING, OOM ONE LASM Ile 0 CALk--W ANOMORS, AS MAWFACTURM By *OWT INC, tuft r�1500 P,.,L) MR EVERY OPENIW. LASPEILM TO MAKI WIN S0:710N 1709.92 OF THE /4*0 9 3/4' SOLID -SET AWNORS, A$ DISTRIBLRED BY ALL POW SOKW, BOLT & SPWXIY co, i� V�ISOB P..J.) nO PANIUMAX PCIOLE 10 AND PAWLVATE " AWHORS. AS MAMWAMM By ELOO ComIRUMN ofty BE Pii66UO3S (UK r..2071 li"A W STATE 1/4' 0 OFTAP-GR11P ANCHORS. AS MAWFACTU90 BY M-FAV CORPOMTION 0,T) MNUUM WAIDAMENT OF TAPCON ANC14ORS� ELW PARE"TES AND CF TAP-CMP ANCHM FLORIDA BUILDING CODE Quh vetootly I RM UNrr SMALL BE 1 1/4� SRI I;1F %.�, I 8,2) CAIX-4N & SWO--SCr ANCHORS SMALL BE SASEOM 7/4* IWO IME CONDREM M= 'IL-r—sc --0-\ 000 M= WALL w- PeRwnm 1/4- 0-20 omm LIM ViVIL BE 1 1/2. LONO v=-.-04rL PROTECTION nne," --,,I /-I E)W� AND I' M"KW FOR W41S WON NO STU= km IGLOW — 'f ,A 14 _I--- !��s am U0 Wl NEIN" CODE WLINDFO COWR 0 ENDS Of PAWS END UP W/ WARMEC WGE� <N.ts) U2 ---I YAM 4 11 —4 F Ll= KEY H= NAMER --!P' IS- Lon NICKEL WING NUT 1 20, 125 aw, YBO' .12jl AMMQX 0 1 'I 12 t1r Ile tab SSE Sm OOXL I I I ILI E(7� TILLIT TESTING & ENGINEERING COMPANY �VAKETWA. —TWIT, JR-� IM Vie 'Wm �'r FROIDUCT EYALUALTI!QN REEQR IT, I 44W RE!PORTNO.' 20-0727.02 DATE� hly27,2010 PRODUCT CATEGORY: shutters PRODUCT SUB -CATEGORY.- Storm Panels PRODUCT NAME, 24 OAGE GACVANIZED STEEL STORM PANEL MANUFACTURER: 15 "ITtorle".7111 Davis, Florida 33314 1. PUR-POBE QF EVALUATION. This is, a Product Evaluation Reportissued by, Walter A. Tillit, Jr., P.E.,(-�ystem ID4 1906) to the.Global Pr , otectionProducts, LLC,, Rule ahaptor No. 61 G204, Method 1 D of t Its F lorl da D IS pa rtme ht of B tisi nes IS tin d Professional Regulation. This. product Is being issued an tvaliustion Report as, described hersirl, and has been verified f�r compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least o4uiValent to that required by the code. This,Product Evaluation Report shall be:subjoct to review and revision in wee of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SM15MITTED: 2-4. PRQQUCT EVALUATION DOCUMENT Drawing No. 20-176, titled 14 dAGE GALVAN179n STEEL STORM PANIEV, Sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; sigirii%l and seated by Walter A� Tillit, Jr., P.E.; dated.0712712610. This drawing is an intog Evaluation Report 14jIlV& \�EN$ 1,6 STATE OF '42�, Q "IOM X -1531 !h!-HEAM AN" AN= MM AN= WIT14 RV%KL= ik0bUCTEV,ATXA-n0NRUM1N0, W-=.QX 2 =TESTREPOM: Large missile impact 1,oadlests were performed underSSTO 1-2-99 standard as par section 1609-1.2 of the Florida Building Code. Urdfailn Static loads as per 4- a74' TOP ow Ir �Op 10, I aw N&M TO ANMX 12 11r 0& 1 71 '2-0 "If 0 I" _125. AW mF* M= &M A41111IC-IMIX 0 EX 11= xmt-= r No,44161 FLORIDA SUILOING CODE jbh V4122 Ut IN 110 0 !rMEL 901101 PANEL AtATE OF am RIMM M 20 OACE O&VANIZER '21 1GLOBAL PROTECTION PRODUCTS, LL 20-t76 Building Code, Test Report pre pared by Amentan Testing Lob of South Florida, Report. No. 1123.01-10, dated November,23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc­d4tisd March 13,2009, signed and sealed by Frank Grate, P�E, as per ASTIVI 5-8 and Tensile Test, as per QC Metallurgical Report No. I OKM-1 318, dated December 1, 2010 signed and sealed by Jerry Jaclofeno, P.E. as per ASTM E-8; I AL ERINQ r-AL,11-111 ATIn- - On 24 GAge Galvanized Stool Storm Panel for maximum panel length vs. desig n wind load , as Well as maiximurn anchorspacing vs- d6sign wind load and panel length based on rational and comparative analysis, and irl accordance with %odlon 1,604 of the Florida Building Code. Calculation$ prepared by7liteco, Inc -dated 12/18110 arid. 0$011.3 (for this ravision), signedand seeledby Walter A. Tillit, Jr., PA, 1, Ml§§ILE IMRACj RESISTAN.CE; Large missile Impact under section 160q. 1.;�of the Florida Building Code, as per SSTD 12-1994tandard and TAS 201. S. WSTALLAII19N.- Installation shall be performed stfttly in accordance with details indicated on sheets 3 thru 8, 1`2 thru 18 of 18, of PrqdLrct Evaluation Document (P.E.D.), drowingNo.20A75. Mimmorn separationto glass shall be as indicated on sheets3,6,1% 14, 16, 16 and 18 of 18i of Product Evaluation bo'curne , nt (P.E.D.), drawing No. 20-175. Shall be Strictly in accordance with General Notes and Components inftated,on sheet I and 2 of 18,,of Product Evaluation Documant.�P.E,D.),,drawlng No. 20-115. .Anchor specifications she]] be as indicated on sheet I of 18, of Product Evaluation Docurnent (P.E.D.), drawing No. 20-11TS. "IMITATIONS A -NO CONUITIONS OF USE: Tj � Shall be strictly, 1rucompliance with General Notes No. 1, 8 thru,14, indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-1175 ;Prepared by Tifteco, Inc. and signed and seated by Walter A. Tillit, Jr., R.E. T2, Prodad;shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on Section 1620.2 of the Florida Building Code, 7.,3. Product shaJI only be Installed into poured concrete,,concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA."I"Illit, Jr., P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA�0.006719). SHEET NO. SH 1.0 I VVIND LOAM RE151STANCE: 24 Gage Galvanized Steel Storm Panel haR been verified to sustain wind pressures. Maximum panel length shall boas indicated on shee%$, 9, 10, 11, 12 and il of 18' of Product Evaluation Document (P.E�D.), drawing No. 20474� Maximum Anchor Spadnilishall baos indicated on shoots 5,6,10,11,13 thru 16 and 1S of 18, of Product Evaluation Document (P, E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code cotripliance to work as a non-porouis storm shviterassembly, as per S-STD 12499 Standard. e* �� Y4 41h 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, * 3WI10, 4W/10, 6/5 5W to, 6W/1 1 & 7W/I I MAX_ _AKHOn-. FOR =40RM SM =HMAX ON ZMM 0 & 0—_ r MAX I WM FOR WOW SEZ SECrIONS ON ShMPS 10 41 11 w", & T-T-1 7­"T 77- 11 `�7 ---F-7-7-T­' BOLTED PANIOS W1 1/40-20-1- 7Z 1 3132' (SEE SECHONS AS UA III E1W/. SECOONS AS APPLICABLE) 1/4, 2/4, 3/4, 4/4. 5/5, 7/5, 1W/10. 2W/10. 3W11O. 4W/10, 6/5 WWI OW/11 & ?W/11 MR CORCRM M SCHMM ON SHEM 6 9-- FOR WOOD SM SECTIONS ON SHCM 10 & 11 REGULAR SION EANEUS A Q EUMIJON N.T.S. ow MMft_-1*0X Wam A� VAX, 4 " It's, GAP FLOR10ok BUILM46 CODE (Nigh Wocity W no Zen*) 02= Tom-_ W- FYI 3 NO 4qI01 20 UGE O&VANiZEO STEEL STORM PANa UOR A -Al GLOBAL PROTECTION PRODUCTS, LI.C. VC—U—C-0 --,. 11 VRW Wjjr TEM00 a fROP40%.q. MY Tw, 20 FAK' (M*2 -176 0 3 Ora C- C/) -0 —00 > 0 0 (3) C: 0 CL CIO 0 L- CL Cn -t- (1) 0 0. -M -0 Cf) ja 0 0 c .0 U- Co C) I,,- 0 Co > (n E (D "0 C Cn C: Cf) 0! 14 Z Z W mi W < C) Z11 C: -0 LOR Ui ILS FOR REGULAR PANELSCD A Q MAUAM IR MW 9119M EQR W&ULAR EANELS INTO EXISTING POURED CQNOETE OR CONQRUj-DLQC& STRUCTURES 9B = 1N UAILQ EGULAR eAhl MiUCTURES orTr of Fawit ANDC1115 YAUQ FOR AMAALA �=z HN MM E&E-2= IM EXISIING PC JE OR CONCRM INTO EXISTIN EP-11RED ONCRUE QR NQ a 00"um ANCOM —4mr," "i ­___ANONO#M" FOR CONCRM 0ONrRVfC FM WOOD SEE BE.= W. .2"E"F F-M. qa� NBC- OONDRM $I" rv�l CIO DOW= *0;1� ISM wMax" ON $KIM a "Oom W.", OUST" POURED 4 0% MRAP LLM 00STOM POURED CONCREIT REOUVIIII G) SIM 0) 1=11= Z �t CONWXM r*-11W1t4 i M rosm SIW 0) sow 9) - L1710,x 00N rw� - I Q) Ile C- 56X EX%TM PW D 2 =NWM W%oimw 004- 0 t OF V ODRCRUE OR It vw _ri I'm > R, WASIL I W 1 0 lift" 0 MX "!Ielff 011P -71 or V VAMP. � 4, T�Tl j I I. I S& FM Ift 0 TE i -0 - I WOOL ji Wwor It If V 11 1 Lr: r , I jF fte.. I'll I I ! I 77 I'M ­i " li, I I '77777, , 11 4 K = —1W OI*W Is Ijr 4 I P OR I SO, arsal, I i 71 1 — _j REQUIRES. 6 ! i �-w I ! �-. 0jar'-) IAK TIM W mul OFV LI'W� co i I , I CD =3 I CAS, CALt MR CWXKTE SEE Scmexu ON SwEr 9-- FOR WOW SEE WUTIONS ON S"Eu 12 EL ED ONVORM ANOMOMS 4 BIDED; a INROVOR 0) a IM"M 4) ou-M OR A ON ow W712 1/4, Mo. SAP I'SIMLE III ANIC &X�! %raw's P... PLUS OR OF TAP-ORP "Ho" I Sa sc= ON -L--L-j I I SMWS a "WAR III M=� T 5WI Le�s 1, i 1 Z67' (VMS 0, -a� F- S�& aw 'CLE WALE4 CIO 0- &ME= aug. qjff MQuilmma Ift 1 i 01211. Q­ CO-Mm Maim L-(M %HFOULE 00 '53 I\Lj-'no- I i j I �t4 STAGOVIED EA EDOIE DWANCE ou sum" ON C/) (SOX SWWULE ON #*CX ALUM, riK 09 1'. 1 �7,. �. NO E-21IW I OOSTM =='t P.t. WOOD "Alt 5 1 ytmow OR & 9) /—WODO A" PAM MUM OLD" REQUIRED ICU LILL PIRM AND 06 D= km M ALUM. TUK,OR 1'. WOND ALI, -f.T. 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Mr. -1* 1-: PHMM, P94)680­491A FA* MA)M-SM 20-176 BID �7- FM Bix. 20-176 ,fN4 DMYIM N. *=A.&ff PZ g- /T —L"TWC--0-1.--\ %OALE PROTECTION PRODUCTS. LLC. SM4 W21 441 SIX1.3t4 WALL AND FLOOR MOUNTING INUALLATION FOR �KN meaumm SPLIT PANELS (3jt,f4Y iwA, AIM i ' �"' t �1/4.1 .� L �Y11/o,D•-e'`' YS2bl45A'-e' f 3" Non lMq! 1 MOk.� 1, (y>a6nyAMpNE�pe� BYs. Ta •6m1019 C 1' 04n �TlOai E:. t 1 ' ! Yr - Wkllcat T31114'P TIOU UN,IS - A MIT, i• a WALL }11w MN/4• t TAkUM iOillwlCM twcloft m atom FELED KOO e!,!'s )L a 2 1/4' W \\ aeLaopl V MEN: e/. x FieOimIERKO ! 1 ) 1 I m owe :. IWK TC OCOIA M.fdW ! ! SCJM.E; r4" = 1'" TAIL F4���� � I ASFik. I WM1 S'-af' Nmni. wa OF 463o "J. -N�eIE M1tsR 5(�016I'pdNOptw,a�, 88+414£ x 1 - 1100e3-7e NL01R W fCMmmE ON IIAI KEEL) E i i tS6t DI 9. palm Y CUTZ&A 7 ! E Nvwe - .\ Ir� 1/vaa eiuei"3 WALOI # k m 7 4(PA. mJmQ T, S1 GT)aN " 6Ci1£ t/4"-T• SCALE t/.f'>•1" (I ODHR"M} BULLION SCHEDULE t,3 a4 « PNa1LL a�•EECTIt4,�URS�ttti•rPRFS G %JOR I^X ORIENTEDsrAE 3/8+7' NOTE; MUILL10F7 CAM k50 BE BNSTALI3.0 W/0 SIDRM PANELS ON TOP CR BOTTOM SO THAT fi IS LOCATED A7 TOP OR B°TFOM O' OPT (OEM: PNEL CPf31IN" W/ "NIT a BOTTOM) M- ULU" SPAN (FL) • REOUI ED Min. TUBE MULUOR •• 44-6' 2'k rk 1/r > 4-s' TO 51-.W 2` s 4- s 1/6" > 5'-6" TO11s. 2' x 5' k 1/B' 4' k 114 WALL UWNnW M jAU AM - N TERNATNE 2W STALL. 1/4' - 1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.s:(. AND PANEL'S LENGTH UP TO B'-B". 2. FOR NEW WOOD FRAME CONSTR1JCTiON: W000 MEMBERS TO. BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. )UNTINGS CAN BE WAY TO SUIT ANY comoR iE A43DR5"-�` SSTs SCHEDULE -/4 CONCRETE AWAINIS SIFT 14 \ FOURED CONCRETE 1 � I SEpj I f Iy� 14 j_ Taff I I TD 611t55KMOWl" 8 TO /'spa/ ,7Y@1Ca 1721MMG I7STUD . Oi/r e .C. i 14 NIA, 5!CYb/ll' MAEFAE S/6' WI. (CVSE f/41q.1' WHO j 1 jj TO ULTr°t/Yt4I)' ) 70®0 � i � CI WALL F I I I I�9 i I 3 INCHM DOLE 00 EET 14) P/XNIm CO1�N.'AE�TE I 1M ACA 1 A I a a MauNnNc IN_ _. _L� SIGN 1( W I T1aN YiA�IA+�� NSTA� `.:�. Y.AAIOIN 1 SCALE; 3/6" - 1" "- SECTION 2 SCALE: ve - 1' NORM NOTES ON In SAFELY em 2=9 II 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEF! END PANELS). LIFE SAFETY PANELS MAY OR MAY MOT BE IhWALLED ADJACENT TO RECUUAR PANELS (W/ OR W/O RE U AR TRACKS.) 2. LIFE SAFEY PANEL CONSPSf5. OF OATS' GALVANIZED STEEL STORM PANEL AS PER WNPONEWAEM . SNEEF 2 OF DRAWING. THIS NEL ITSELF TO BE REMOVED OR INSTALLED FROM 'RUE a45DE OF STRd ACT LIFE SAFELY P P(LO1RtiE1 TOP TRACK TO BE CO ONENT 0 Ac BOTTOM TRACK. TO BE OOMPONjA AS 1PEi SHEET 2 OF THIS OPTIONING. ��MI COMPONENT �i DE INSTALLED WALL OR FLDOR MOUNTED FOLLOWAG SECT06 I a gTG4; 2 ON THIS SLEET, AS WELL AS DETAILS 18 2 ON SHEET 14. S ' 4. MID. LENGTH FOR p z O SACO MIkANCHORBP6.iE5"T, ANCHORAGE AT BOTTOM IS L7 M ON SCHEDULES i a 2. SHEET 14. COMPONENT MAY BE PERMANENT OR REMOVABLE. - 5: SEE DETAT:S FOR INSTAUARON INTO WOOD FRAME BUILDINGS ON SHEET 15. 8• SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF SPACERS AT TRACKS INSTALLED ALWACT.NT AND BEYOND TO STUC00/10000 :BANDS. A � � RStAIIL U :111i �1111��111C111 1 c�eNo�.I�natsoMe :rn�. �Irv�•+,mac . II +c X.SL._ •x CEILING & FLOOR M0111 INO WALL & F°LOCIR NQUI TJ�G DWALLAI - ALITR IiYF AkY INSTALLATIONS - ALTERNATIVE. SW (SECTION AT TOP IS UNTED TO +Ss.S-67.0 MAX. 9GiEI i/4• >< 1• ASD. DES" PRESSURE RATING) Sfyt c. t/4• • t' B 4p4 � Am is06 �. k0 N3"I 4L101® IW BasN IEat FLOOR NL'1UNTTNG IN5IALLAM -SECTION TAW SCALE: Ile - 1". 4,Si�1� E�Art7rre,�F�[aueE !r!ilailrlr! i!i!i!i!r!i!i! i •i1lilili! i ■ ■ L!r! i! L VNA 2/4 24/4 3/4 OR 4/4 i L*I, 2y & r4W/15 �i. AT tWf15 I A�TERNATECATI LOON L ? AREA WIND InSAFETY PANELS I--..�-.---.' II REOU(AR Pmas W/ OR -----_.•...-. ON In SAM PANEL LorA1�1M.OF UFE NOTE 1 gAFETY PANEL. ...��1 W/O REGULAR TRACKS (SIL FN)TE'I ••,•••^• PELONj M LAST PAID. Cti TO NtEd AS OPTION WV LIFE SAIR11 sTOBt FOPEN NG SINLL ALWAYS BE PR02eg E.AR =I V PANELU pq,� Po FACUTATE W NCfEilOm at oa, GM. MOM FROM INSIDE Fi. ELEYMATLQN OTO F 4R; SCALE 3/32 -1' tIs• i4av �GR (Do 1. • i/4MmI. 1 B fATT PAtEaS- 8 fN.tERNAK I:M'AIOM B�eIE; SEESE wm 1) SECTION B-B SCALE 3/32--i- XIM( LM A.S.Q. DMGH PRESSURE_ R.A'flNt,i (11,z.f,) MD $QED NDING "MUM eLtiiEllll "L! SCHEDULE Owlet A1Wv Ftat w6irt'th A. C111 ,NATAIIAYMNS Aa :un nevnwr4lE 4 1vWr �n .w1 aIAANNAUN AE.D. aA?ai6 N4k. k6f1O,N 1. n:. pp4 j0 RtWN raw., THIN +5k3. -1u 71-5. OR 1FSS 2 Ile Umam:tm i THOU a k 7 4358. -720 :"r -r m E'-r wmw 2 Ve U11mum I TrRU 5 a 7 +35.0. ALa w--r TO I i'-r m- I I/2-. • ATV 8 +438. -490 12'-.1' OR LESS 3 1/2' • �Chp $, p a tO , (R%.W W/ 1/4'A-2W' M " a WIYRIW AT UWFMAE a 11101 IFI OF PARR. (VAIA ONLY FOR PANELS {liat NRISfALiATIoN$ AS. PEA suano S 1 ftKU 7. ON 511€ETS 4 a 6) IRON" "a. DESIGN FRemm PA ) MMMN M04M BPMiia FOR CA r 7_ Ilr - APPOKAIRS TO SECTOM # h AM OF ISM : i WLIAIM PANEL CENcn, 'l' (a) TAPWN 6 TA"-OKP CAA-N PNkLiR16 FEW/E ° 51FgtiM1E PLC ro CONCRa7E t0 CONCRETE 10 OLM m CONCRETE TO o "WICK m CWiM. W&M Iftm To C MIS c moo O" N/A N/A t1/A 4, WA A. Am I OOP) a" a` WA R/A e" gr ' w 6' a• 1 (a11TOM)- 3• WA WA N/A 6' MIA 9• N/A S' N/A s (1#).. 6' WA - WA NIA a N/A 3• WA w WA 2 (DOTIMO +$ S. -72.0 r IVA I WA WA 61 N/A a N/A 6' WA 3 k 4;RA)... 7'-6. OR LEIS OR Ig54 >r 5' WA MrA 6' 41 p" e' e" a' 7 (B6IT04 a N/A WA M/A !" N/A N/A 7 (TOP) WA N/A 12 Ilr $ 1/4' 12 1/2' 6 1/t 6 t/4' 6 I/4 a ,/4`' 6 1/4" 5 (WAOTI1A4 SEE K,EEi610 t 11 FOR AWMRS.nPE a SPACING FOR HSMAMS WD WOOD FREE 6tW01NM. ON" ANOW SPAOM AND LMAAt EOM DISTANCE ARE R540M ON US SMIDNAE FOR Fes. LESS TRIAL WC mm ON SOKIME REDUCE moo S vao; tK WA101YIND OWNS BEAK ON st Emu 8A THE FOILINIM FW:im PoR BINS :.4PEPATKEM 70 K Pm" RLOUim SP04M mom UWD fACm SNMl NOT LE UM TWO NOUN SPACV4 60"TEA FOR 048 ANMKA IYPE AT AAMM l00a AVAHN WE Tf4r 1/4.e 1/4a t/r. 1/41r tt4•. TORTONI CP 1M•aWaP tsar K mFm-K.1 9. AAti" IEAcow (1 3 a 3 3- t 1f2 7 4tmKMMMn IRnr4el On) : 3 S 3 3 3,/f RaNNN OkiEY+ie..A pM1j I 3 3SfY 3I/4 Sxj3.. ANK C6 "K DorwoTAROK 2 t - .30 A43 a I s.PA ,Ap 1,IN v4• La. k 3/d• 9L1S MIMING w/ _INSTALLATION DETAILS .FOR REGUL M PANELS \.d�- &..J. 1 Loa U.S. TOr6,/4 a 14* PANEL IENun1 tA' S-0' AND a i/4 O.C. S =MamT1N UP TO' Mw. OR Z" INTO. EXISTING WOOD STRUCTURES PANFLM4IE Fi3t4tE � OR euEUM3E PIAA3 O 12 1 A C, 7WtN 1 1/2' Wn. TNgUDm ro FEApER A:1R ALL LERO86 UP I 6'-8° YOk. 1 1 y} 101� ffENMA 1 4 �w m t 11 f 't ! j , £O EO I i l E wow "Lou 1 1 # ! 1 IWW MAW MAIM ! 1 ALTERNATIVE 1W ALTERNATTiFE 21 ` 1 SOLE 3/8-1* SCALE 3/B-i` I f f i e ; SEE tvpxr i g SEE 90°1%A:E ON SHEET aFOR Alm ON MR UK CABS. ° I E0 1 EC ED 001 ED yti! Lyy' ` �� it f•�1f�� 1 [ 4 ?� E i/4' MD, e/e' L" BRAS 8U3tII4D 1/ / ` ' s P 1/4's-3 ` SS M3. r e ,/r D:C. L . { n ` { iT1R PAFEi. tflMG°S , ro 3'-D• mo a. [ 1/4 O.C. FOR LOOM LIP TO B'-a• Msti { 1 p 4 . P (j[ Oa j14-IO PANOiNTE FEMALE DON 1EpMtEp I°t MJtB.iAATE ii,1L3 r IY 1/MC R C 1YP31 1 L '1i 1 j`-^-Mi/I/2'O°ipn wNCiLNf° 4.w. y.0 LyEL�ATIVE .3w.itfAil`I!� 4W ,/q^`F(N. TNR6N,m rFNETRAi1aN AT i1 1,RDwW'1N OF wOgD PLME FOR 2-.4- HATE & A 1NMIR1fli aF FWA1E. SCALE 3/6-1" SCALE. 3/8-1" ( I AU: lEI4GTH9 UP ro O'-e" Nm. ( ; I MR JDIRECT ..Joutm [Hal N - LILATION ALGAE : SHUTTER 1RACxS F OR CLAIM AERl7NG � SCALE 3/8-1" SCALE 3/$»1` S • ''• I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O, DESIGN LOADS -72.0 PSF AND PANE3.'S LENGTH UP TO B'-B'; •, �. 3"/ R} FLORIDA BUILDING CODE )D h Votoofty NUYJ1c0n6 Zcne UP TO +55;5. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN yt t NO- i8 s - o70°° nTaO' FIG 20 WAC.M.VANIZED STEEL STORM PANEL PBVE NO. L W/ SPECIFIC DENSITY OF 0.5s OR EOWL * p eY, NOTE FOR xiMBINATION OF i �'iy�/4C /y GLOBAL 1 L E C �/_ i «C. MTEC M PROMMM LLC. 411 SIE 61 STREET: G'he/mII TOP &BOTTOM MOUNTINGS CAN BE • `.' ... •• y sSi NM 3r a, aa. cwK+..sa+rl n snr AFC (46.)e- VAX: (04)50l M 2D-1J6 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.FNg ArAA �{ fE. l/1NIt In... tI061 m-I4W . a: aIM.N-NMI CA-aaO671p wk r. sas .n, w sMrsw Ms.. cAW6W NU SHM 11 W 24 S) I 1 } 1•I 1 L • a. P L•7 e i } 0 a ki 11#1} }1 + 4 t I 1■ .I • } 1:0 ea yL s TAPCOM OF TAP-ORP 00- 4 P#V-WM )TMU ID W7RA#LtTE Mom. O aESWiAS& PPESSCRE AIM i..Ji lO MDTAL K TO' NCRUE c'm fi mm olatt 5EOabMS / TOY OR 10, MAX" Pam.. Lamml` (n;) $• N/A N/A WA 6` WA 0' N/A 8` N/A t a 2. (TOP) 55.0. -72.0 B- 7• B` B' 9' B' 5` 9` 9' B" 1 (@OSF(1) S-0' OR MESS 6' N/A NIA N/A 6' NIA r N/A 6" N/A. I a 2 (TOP) +Ss.O -72.0 5• $- 6` B" 7 Ara• B' B' S` B' , (BOTTOM) 5'-0` 70 -1--rB" +$5.0 -72.0 N/A rN/A 6` NIA 6" ,6" N/A _ 1 a 2 (TOP) - 7^-B" TO 6'-B«. B` 4` 8" B".. 6".. 6' 1:(ROTi'ON) N NASA PRESSURE MTeD al,Omacom I MUD E Sle WFUN T4P BTX" aw 1 Bow 0 r W. ramTOP of AV" AP OL1GN$ j TO TO OF THEMLENGTH AGXIMUM PANEL Y" (tl} i - +48;2 -01.3 3' 3" 4 1 4;la: 2 (BOTTOM) 7'- , OR LESS +52.0 -6$.0. 3". 3" -. 4' 4" 2 (BOTTOM) r-s" OR LESS +55.0 -72,0 2 i/2" 2 1/2" G" 3 1/2- 2 (6anw r-8° OR LESS +55.0 -72.0. 2 1/2° 2 1/2' N/A. 'N/A 2 (SMIUM) i`•-0" TO 8'-6" +55.0 _72.0 N/A t• ' N i+�.* , 1 '3 .:Oat YI•., MUYMNi AeA OC6GM . Nor, t tOretN tom e 4 MXIE. etWB, -727) C-S' 2 3/4' SEE SHEET !6 iYRt NKC"M TYPE k SPADING FOR INSD lA IONS KID WOdf FRAIIE IRALMNO. WOOM AN S11i" >g NR1 1 wUm WOE OPT+ Nm ATE NaCw>Om GN TIN salmIAL I'm m LEA THAN, KpL'.17£0 ON smm" REDUCE mom SPAIXNO BY M1A7IPLYRAK SPAOMS 90" ON SMISMA E AT THE MOM FACTORS. PM INS OPDRATION ro SE POSMM£, REDI VWW VOTORD U804 FACTOR STALL NOT LE LESS THAN AIM" SWA:66 emICOW FOR TAAAM AVOW TYPE AT All LOR,ND. NYFOf10R TttL --wN t7 TM-tAM - CA1k-R1, .. MM. AN*m SPROMD sAslnmwNl 'AJ :i a.. s 3 a OC3MMk.T -1Yd CP3 S 3 3 1/2 3 IA 4 AMA M OW VMW f} tiWROR , 'Ir - 2 LAY - - -. - (VAUO ONLY FOR PANELS(1]C tl_A).BYsTALLATIONS A6 PER swrow 1 TM#6/ 1D, ON SHEETS 4, 6 a 8) L711OMUY WXWA momm VACWO IGR.Lm - 3 II2" w A.S.D, dEaGN TAP1= OF TAP-mv CNJ1'-1N PANELMATF PEYN.E 10 PANCAN:E P106 SOW 9ETAPPLICABLE TO SOCTIORS f A MAWNIW PAND: PRESSURE RAV4 TO OON AM TO CON CRETE MOCK W CONCRETE TO CONCRETE ....$LOCK TO CONCRETE TO CONCRETE 111= TO CONI TO KAIACREff am TO COtiC = TO CONDRE1E BLOCK TO OONORCR TO CONCRETE BUCCAL ANY LOI iAT16M OF T,EN 1EHGlH Y' (a,) 61 N/A N/A N/A B' N/A S. N/A 6" N/A N/A N/A t (TOP) a' 4' N/A N/A B. 8' 8' B` 6• 6' NIA NIA I (BOTTOM) 6• N/A N/A N/A 8" N/A 6" WA 6' N/A NIA N/A 2 (TOP) 6' N/A N/A NIA $' N/A 5' N/A S` N/A N/A N/A 2 (BOTTOM) 55.5.. 72.0 6" NIA N/A N/A. 6" N/A. 6• N/A.. 5• N/A N/A N/A 3 BK 4 (TOP) >7'-s' TO W-6' OR LESS 6` 4' N/A N/A 8" 1' - 6• 61.... $" 6•. N/A N/A 3 (BOTTOM) 6`- N/A N/A N/A $` N/A 6" N/A 6" N/A N/A N/A 7 (TOP) 6' 4' N/A N/A 6' - $' 8" fi' 6' 6' N/A N/A 4 a 7 (BOTTOM) N/A N/A 12 1/2` 6 1/4` 12 1/2- 6 1/4- 6 t/4 6 1/4' 6 1/4' 6 1/4' NIA N/A 5 (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 112" 6 1/4' 12 1/2" $ 1/#" 6 1/4" 6 1/4'. 6 1/4• 6: 1/4' N/A N/A 6 [TOP/BOTTOM) > 6'-6- TO 11'-2" 540. -72.4 NIA N/A 5 1 4' / N A / 6 Ile / N/A 6 1. 4" / 1 * 6 4 / _ 4" 6 1 l $ 1 4" r . N/A N/A 6 (TOPIB,OTIDM) B'-e" TO, i 7'--2'. N/A N/A N/A NIA N/A N/A t4iA N A / B f/4" 6 1/4k B 1 4` ! 6 1 4` / 6 B, iD (TOP) - $ -48.0 6' 4" N/A N/A kJA N/A N/A N/A OR LESS $` 4' N/A N/A N/A N/A N/A N/A 6- 6" 6 1/4' 8 1/4 9 (BOTTOM) 12'-4" OR LESS N/A NIA N/A N/A N/A .NIA. N/A N/A S 1/4- 6 1/4' 6 1/4" 6 1/4" 10 (BOTTOM) SEE $HENS 10. 11 AND 12 FUR ANCHORS TYPE a SPACING FOR 116TALLAMAS RIM WOW FRAME BIMDeO. UNaRMM AV:iM SPACHOS AND 1104MUM M E DISTANCE ARE KCRNT{O ON THIS SCRE I" FOR E0. LESS THAN RIOR2ITED ON SOMILE REDUCE AWHOA SWING BY MUR.TIPLY"m SPACING SHOWN ON SCHEDULE of TFE FOLLD00411 FACTORS. FOR TIN GPEIATDN TO. BE POSSMLL MY= SWINGOBTAINEDUSING FACOR SNVU. NOT IE LESS 7HAa MIIAW SPAONO 60010 FOR EACH AIMOR UK AT AJ40,GL4 Lema 1/4e 1/4s 1/4"I 1I4r 1/4-6 1/4's 1NADINi Cf TAP-OAPPANII vUK-IM tBUn-SEa Nam pa ,M-m (M.) 3. S 3 3 S I Alt 1LD.I9W MkW BbKA 6n) 3 3 3 try S.1/2 4 3 1/2 AEAIaa. TA OM MWXQ i A•41 0 R 1 1/2` '5 •N - - 2 - r 1.BO im - IOW y - 3I. tm 1m 1m _ Vli: 1FNr"L :Rflal;+�'fF1f11Yi#T+l. N07L:LI 1. INSTAUATlONS FOR ALTERNATM&S BW. BW a TOW ONLY VAUD FOR BUiLD111%'iS vm A.6A. DESIGN LOADS UP TO +434 -46:0 P.s.T. AND PANEL'S LENGTH UP TO 12`-4" 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO: 4 W/ SPECIFIC DENSITY OF 0;55 OR EDUAL M MOUNTINGS CAN BE ANY WAY TO SUIT ANY INSTALLATION 1/11 UG r e• E10 "/ P{gTM,WN t 1 2 /41. i"w DETAILS FOR OPTION f 1 FOR INTO EXISTING WOOD LIFE SAFETY STORM PANEL SYSTEM STRUCTURES H D waw HEADER y :r � 1 t 1 EBF } EO j ALTERNATIVE 1 ALTERNATIVE 2 ilp. 1Rn I St/4�YWk1� MACFWE i SCHMM I OWN SHEET 14FOR W. 70 MASS. I •H EO' O I OR t I PLATE Rmum 8 C.M. ALTERNATIVE 3 ALTERM11VE 4 Ya4 TE I 1//4'P UO 9CRflR3 r r AO. W/ 1 1/r WW1. TH +Wm P@E1RAri OR 1/4RkF3/8' U(N6 WW KRfaMG W/ i ,f4y-mE 5,6. " 0 r Ga GR WOOD FRAME CONDITIONS & ANCHQR LOCATIONS v44 20 P*OA%E mu" D oR ALTE NpTIYE mown 1$US r r O.C. w I Ilr Id" HONC ur - 1- THRENVEO PENETRATION to OUTING WOOD PLATE MOTE: SKUTTIM TRAM HOT MMOSN FOR MONTY WALL MOUNTING INSTALLATION UUIM1M1M7 W .�'�P•A itltfr�i 6Gsu6 yr - I• 0114ip 11 NSLr 3 s FLORU)A BUILDING CO'. e2oRo nTEca. we 20 GAGE GALVANIZE! 1. NSOLLAT06 ARE CNLY V40 NUR BURD"m WITH "a. DESM LAWS NIP TO A SJ � •�A�lt '; -�i -. +say. -72D pg AND PAWN LERanK 1A TO W-r. 9 '•. At R101` BAL PROTECTN 2. PT)R NCI WOO/ FRUME C0 INW6 MEMBERS ro DIE SOWRIERI7 OFFS i# iS.I" G C V LMO. 46SA &1 FEE Ib: 2, W/ uC IlpiSflT /F Q:8 EAT FA4Ai. AAigAAAisI,. - 41�ko IaR, slw�/f .4a aN. lmesn# l[ PHOO (W)I�?I f LENGTH N N to N 0 2 .� U U) N O O W 0 u- cn L !� .� co Q I k: I- I_-0L 7- O Cl- S y s 1 c*-j L e (7 �1 (n N Q cfi < C J c E � J V 2 U w 0 W LU Q z z Q J d SHEET NO. SH 1,1, . �. - >� III ;-1,�y_�A..wu,;IL>w1.:L.a.:laMklil�Idl,,YIYiNII-NtNiN+YllwllBYl+� as..�I�a;I�YLiYlYlis6(i.��11;IVli.lullrluilllil.il® 1�IIIYYII[r J. Ll (SEE SECTIONS ON SHM-T3 17, 18. 19 E 20)•------.--•------ MAX. SA/t7. 4Af17, SA/la. 30/m 401a. 80/fa MIN, SVW/la 7Aw/10 t BAW/20 Wllf49. 70119 R Wil/W 3- t' MAX. E..�„IA/17, 41V17• aMi/tb `-wNa NiaLIET&a9e 3i/t7. 41N/i7. 50/f0. 3' %y MIN. aAwliA FAIN/t0 & RAW/2) & SON/= '•.^'^"" (SEE SECTIONS ON SHEETS 17. 18. 19 & 20) ---^) OPTON 2 FOR UEE SAFETY STORK, PANELQ_E,,E TION SCALE 31ir-1' 1/4' MY: OM MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (H•) MINIMUM SEPARATION PANEL RATING (P:B:f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'_8" 2 3/4' UNBOLTED 2. F L PANEL UNM (SEE SCHEDULE) INSTALLATION DETAILS FOR OPTION #2 FOR ,_UEE_SAEEIY MRM PANEL SYSTEM INTQ EXISTING WOOD TRUOyURES Am w £ WOW HFALSER i{F/IOFR NEATER peED I 3 UWETJ t 4`V TAPCON O r O.C. . 1/4'. TAPCON a e• O,a P 1/4'fi EAPODUL W r O.G y 1; 1/4"ti TAPOGI! 4 a' 0.0. MIN: ttlRFADETL /1 1/2' MIN. THRPJiOFD ,,. W/i 1f2" WIN, THREADED. ,: "-""yP f flx" MIN: TNAEAO€D 'q 7NN1 AT WOOS . PENE4RATION AT w"0 D TKMI AT wowMCA= HEADER HEADERjTRITON AT wCOD ,/ 1 ,` j {' 1l2' : TELL 1 /I all` 1/4• p;,1 " ' ' If4• j:: 1 f4. p o,"9` i iiAi ` � `x r 345}. k E)asmqr EXISTING ! 10 low CLASS PANEL LENGTH CtA45 E i ,L. y i PANEL UDWH R E (MEE � I eaD" PANEL M­ LENGTH (SEE NOTE f BUM) ' PANEL 1' 4mr, flLRTXK: 10 1 ' (SEESEE NOTE 1 Saw E N M`j0 --m. ; ,_._.__.. _ _..� " _. (SEE NOTE ig1 ow) CtA54 a to)pfi '/4'A^ 1'Tl+'4-26a' KS.W I f [{ I 5/S81IWS _ !1 7fa"f x 3 32' 1,.w...':.�. ` Y1'xVG x �....._...,,..« WING NOR 6'. ...._._. --,.m ... .,,L._.�_. 1 TINT Y I PO4UMMMT i iMIDWROM OF ' f I 1 i 1/tl4-�x3 4•SS. MS WI r i 3 iI ' t 114�•+xsls2fw" KIT �,� `I/4a'r+Ix313z�llawr lur`w/ 3/aa• WING IpR . 1 `7f8•i x a/3z• WING I! wA$1FR. a 12 f G.C. WAS18'R a 12. 7/2' as `' ( ( t 1 `g L nvr iD'61ER (eE1aM) ) . - , �` E 1 f wA'9NEfe (Ilflwm) 14's TAPCON a a• O.C. k Y tINN. THREADED 4 r TAI+ibNl o R• O.0 ( I_: 1 4'r T,wcaN e C as i i s i ,. wl SW) h � � ;) , ( sTAGGEAFD wl STTro) ( ) 1 � (t �nCN (.T MOWOM 1 1 1 1 r W I 1` WaL THREADED N I 9 i w / 2• MM. THiREAOA MYSIMtlY)1 `, aP V(ATE . i ' WOOD PLATE ` ' WOW PLATE I OF PLATETWIN AT gaAb7H OF PLATE AT h r ? 22 PULE W000 PLATE G G INSTALLAITGN WALL MGtlMYIF INSTALIATMI SAW d�l!]OtE MK SCALE 3f8"'1" EE. SAEQ� £6�fE6 41Mi111NH SCALE 3181�1' sou 3/r.1" SOAVE 'rs FLORIDA BUILDING CODE (High Velocity. Nu no Zonoll 1. INSTALLATIONS ARE DAY VAU1 MR BWLOOAS WITH A.&O. DESIGN LOADS UP 70 wa5.5. -72.0 PSF NOFAAIET.'S t£NIt1M UP TO 8'-6•. s 1a030 TA=Q. Mx, 7- FIR NEW WOW FW49 OIXNSTRUCTI, WOOD MOM TO BE SOUTHERN 4 ; ..* _ 20 GAGE GALVANIZED STEEL STORM PANEL FA PINE'Na A W/ SPECIFIC DENSITY OF a35 OR FAUAL.. gTim'^=E " - GLOBAL POECTONPRODUCTS, LTG. .IECOtNcI mDawNf aF; 3.'.'�T•' ET. ( t /a�Fs61d ALA �"'."oou'a"`,w.wWraL°wa°°m :as ra..tr �t-176 (9114 a�NrsNz ArrrNl tti pMRAL/aele�tjgilE �` rA-DMamu _ WATER A TWI dr. PE ", a4, ow"OF . ffi PANEL'S END 1.0"�'` W/ HEMMED ME • 1 ,emu ���CAL A ROUNDED CORNER O ENDS OF PANEL'S END UP W HEMMED, EDGE f ED (N,T,S) -j--.T2s' *F' L N k--_3• MIM.� (li A*K3!(Mgx,l ALUM, ANGLE REVERSED "ai TRACK RED MED U" TRACK .8T3` 1 i .12a' f .125" 1 3is0' tow 2.000` - ;125.. LJ "j" TRACK PANU GXA"L"ICLA} ALUM, ANGI C I 1 4 VIDE 6061-TES Alum. ALLOY _7gp' LOSS' (TYP•) II`" LONG 6063-15 Alum. ALLAY i 0 i` i" i •" R" 3i:AEL 3/C-1 1/41 SE£ swa 10 & 20 FOR ANCHORS lYPL s MOM Tft SPA0916 FOR M35TIi1.1110N8 WW law Ty/el Ay111N' Q FRAME RNIDWNa. tip. A010" SMTJ4 PVT MINIMUM MOM SPA Arm lose" am DSFANCE ARE 00"M ON Mo 4erwFSAA: Q bs) 3 Sd„a1�,�:•��` SCHEDULE FOR EA LEGS TARN INDICATED ON st"M E RAUCE ANCHOR SPACM m MMTWLYNG SPAUNG SHOWN ON 90MOD" R.G1we3: &4W1i4 /eaR MVy) E F w .` AIRIi, E.9, �� ZTHE YOLLOAW,D FACWR& FOR THS TOCSIN[. a'RRd10NI.1O 9E NTLICED 4PAOFD oBWWFD IPJRNG fXClOR Shut, NGT .2 1 FOR SIOSSACH ,vICN6R'TIPE TrKw♦♦� E' 1; INSTALLATIONS ARE ONLY VALID FOR SLAURAXS WITH A.S:O, MIGNi LOW UP TO +56.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-8. t FOR NEW WOOD FRAME coNvRunw WCOD MEMBERS TO K SOUTHERN PINE NO. 2, Wj SPECIFIC DENSITY OF 066 OR EQUAL ` wwtt ,sw' A' 41 2Gx.T1 )L3 w /8exai32" WING WINGt NUT- Yf' 0 12 1/2' O.C. v TAPCON ANOMOAS 4 1/2• D.C. SCALE 3/8.1 ► i M f a 791 i.g i. a a" O.C. THWAM wow 3/3r WINO NUR • 5 1/4' O.C. 1 iNiiNdJt{4.. CITI'4pr 2 LIFE SAFELY PANEL EATS .S s SCALE 316.l- FLORIDA BUILDING CODE HI h !!!222X IN 4067 •` * g e:100 TILTEco INC, 20 GAGE GALVANIZED STEEL STORM PANEL 4T ;wm� GLOBAL PROTECTIONI PRODUCTS. LL STOW R1aL (b4XWe• 734a, KT(8.M' )MR-sm 3'/24 fN'�. (SEE NOTES IM 2 M 1724 i► ! 4'i241► (P W/ Ge wR+ (D • (D r(b (w NOTE 2 anam nRE>c+R PAtAa ( .41. Eia iMm1QR PASol E L' ffff 1 If 11 I I i I I I i I Ell �N=3 31E'NOfE 4 6E10W�- S.' iCR t 7L fIRS SEE ' pp1MON: 3 I 1` Mtn i S,EfE S fDR WOOD OR w� E SEOTgHS OW 9HEE1 is(� ( 1* ST PMtB. Efl T4 BE PWAUEO AT EACH OPENIt7. SNOT ALwAYR BE PPR'eIOFO W// REAR 14VDlE To FAgt7T10 SE AR 1NSTALUU% E-Z HANG STORM PANEL IF INSNE OF STRUCTURE AUFD :ROW 11M 3/w - 1' L•-f/4• YOa OW �+ 1/4• N4x- GAP RwIE. alJr - 1' NOTES (1). AWN13M .0t SLUM MO € - 2 FANG STORM PANEL SftnV CONSISTING OF :PANEL COOL TPAC)aTOP ,& BOTTOM, (2), ED PANELS SHALT. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP EWw. (BJ SMALL BE PROMED AT TOP OF STICM PANELS, (3). IF END PANELS ARE CONNECTED 10 VIM TRACK, CONNECTION SHALL CONSIST of 1/4•e- 4" M.S. WI 7l8' 3/32` won NUT OR 1/4"fx3/4' AID. THUMBSCREW INTO i BOTTOM TRAC LDOATKN OF FASTENERS kDAAY B AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL.. (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (L.0. A STOP BAR S ONLY USED AT Tom)) AT LEAST TWO LL BE CONNECTED % BOTTOM TRACK u5Nfi SPECS MCATEb ON NOTE (3) ZrA�VE. IN SUCH OAS€. CONNECTION OF PANELS TO BOTTOM TRACK WAY OCCUR AT AM' PANEL LOCATION. (4 SEE SECTION 1'. V & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. .....,_ ell r'>•�EI��� walni.M���a�T s 20-176 OWN" Nc •L. O` 4` LAST PN$.L._ (I� YO BE XN51'AUED AT EACH OPFlIRNF SYr.I ALLAYS IE PROi��A W// ES 1000 TYPICAL ELEVATION EQR REAR NNW TO FACILITATE RNSTA[tA7i0f1 IN9pE OF Sml1CRJ DE INSTALLED FROM SCALE -. I'- •-,- 1/C Mao QAP L/4" Ma. ESA -JL-- NAI go Po" um ka2'-Y (L). iLEFiNI7raN nF T:FWLF.c 1LtD11: E - 2 IACIO STORM PANEL SYSTEM CONSISTING OF PANEL + TIT. AT.TOP & PANpJNATE pLUS CR' 16" LONG 2 AT BOTTOM w/ PANEUAATT:3. (2). END PANELS SIMILE ALWAYS BE CONNEGV TO SUL WALL BY MEANS OF SMALL BE,_ F USED WIL IN WIND NUT'M^2 NIn. Yli46 LOW TRACK :TINT BOTTOM ,ENO PANELS DESCRIBED QNC�tiO',TE{3) LQ47: _ RAPED EX3 AS (3). FOR CASES WHEN END PANELS ARE 315E JOINTf.Y WJ f8" Li)NO C2i AT @UT am PANELS ARE NOT CONNECTED TO t ;j IAACK . 7C 5TCP BAR B SHALL BE PROWDID AT TIP of SUCH PANELS. (4)- FOR 9WALATIONS WHEN END PANELS MID SOW INTERIOR PANELS ARE CRECR.Y MAOY-NEL BIDE USED JoTO �i�IWhYFW/ TRWI CR� PONE TARRACK7 pO ALL 1s"OWN ON ELEVATION � EDGE'DIS I Ei'E FOR THIS BYfEti PANEL USED Y w1 � "'" OF PANEL) VE NOT NEED TO BE CONNECTED TD . 8Y ANY MEANS. TRACK 2 SHAU- INSUUED y, SUCH THAT AOJACENT PANELS LST & RIGHT SNP THOR OVERLAPS WANED BY INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAF_EIY STORM PANELLSYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES M4' TAPM21 D.C.N ANCHORS ",- 7dPCGN ANCHORS 1­0 POURED ETE POURED ROR EOCI�RETE BLOCiSi 1 1OR CONCRETE 1EOUYEO 1 11 1/P { 1/4• C0� I � Max. � E,pl • i i I 1 t � j EX15m„� GIA45 '' CLAM% I j i 1 � I i . I I Lo w 14-YO:A PAHE[]IA'!E PttiS Wf 14^-10"a PANL'UUXTE PINS j0"P x ala2" wINC Z WASHWl ER e a t f4` aC, (19EYON0) UREA CLINCIIETE f_eOUREG CONCRETE Ron EQUIR CONCRETE BLOCK OR CONCRETE RLOCN RVOLGRED WALL mwwnm� �{ WALL #dtlM Ij�}ALLATlON O REGULAR PANEL O um sSAA,M PAM SCALE 3/6".1' ,T SCALE 318'.1' S�A\�V�CEbisr�� 67 i FLORIDA BUILDING COME if h Yelool Hurricane Zone) ma ARE i * : - - U. LATE x i TL,ecG Ne 20 GAGE C41YAHM STEEL STORM PANEL DRAM! W: s;��Ac , toRl GLOBAL PROTECTION PRODUCTS, LLD. 07/',w,,``` 'ay NA •e R'' �" LICIT sw a, sfNrEt // IIIIII4410% & E ONIA', R MILL}4 AL 'a, o, ma' n a,41 PIRATIC (4a1)AIP-Faie. ENA tiM"iEOM-am1 20-176 ,mawrnl,14w.A., _IN, Ok-D00H1Y fMw irgwxr 4�.. P.rM. Nat PM11WiWa Nw PJ: WNLT&Y A 1IUrt di.. PL M-: A - • _ /NECt iS Or � 8FE faiET /9 & PO FOR 1VIRIlMS TYPE A �'� TAR 7APA7tN 1j4'� flFWT.MrE SPApNOEDR L+5iA1LAl10tK INTO WIND Ih ANC11011 NY!!N lhI 3 3 FRAME &&Dllq. DISIANDE- paKAOFD ON THIS 4mmeLTANu {'..44" OaJ E 3 3 3 1/2 SLYIEOIA.E mR EA EE65 7Hw NAWIGt1E0 ON rA71EDIAE REDUCE AArWR SY431ia aY IaRfiP1YRIG SPACING SIgwN ON SMIEtlAE twlwnN h.iPa,a 4brA O.T AOtlli. EA � EIWOIICR� Fffit011 RY THE eaIEAWNe aA1 Fat T04 OFFRAXIrt TQ BE POSWiLL AtLUCID�.- p _ a 1 - - 9IVx3N4 OalAwdS USNa srctop SPAJ, 1iQT � IE4S THAN rAaaNVM SRA.CNO NGayMED FOR EACYI AY91GR TYPE ON 1Ta$. S1.MdEOIA,E x �. ,.da Tin - GENERA. NEYFES: VALID E_2 Fi1A.,^ 4Ti 0 PANEL SYSTEM 1. E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EYALUAT4N DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE W BA) MINIMUM E'M I MENF OF TAPCON ANCHORS AND PANEIMATE FEMALE ID & PARI LMATE PLUS INTO CONCRETE A=RDA = WITH THE 2D2O (Fin EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SHALL BE 1 1/4-. DESIGN WIND LOADS SHNJ. BE DETERMINED AS PER SEGTTON 1620 OF THE ABOVE MENTIONED CODE, B.2) MINIMERA E OF 9 f4 o X 7/6" CALK-N ANCHORS SHALL BE IS 7/8' INTO CONCRETE.. - FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL 8E WSfA1,1 0 AND NO EMBEpMF$NT INTO ANv FINISH MATERIAL SHALL BE..P€RL0TFE0. FOR A DIRECPIONAIM FACTOR Kd.O.85-USRMO ASCE 7-1a AND SHA41. NOT EXCEED THE MAt(iMUM 1/4' R-,20 SS SOEWALK SOLIS USED $HALL BE LONG EIKUGH(SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSDRE RAIINOS iND"TED ON SHEETS 25 & 26.. ENGAGE 3/4' INTO ANOTORS, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESM WIND LOADS BY MULTIPLYING THEN BY d.8 IN ORDER TO 8.3j IN CASE THAT PRECAST STOKN OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTNG WALL, TO COMPARE THESE Wf MAX. (ALS,O) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE. ODOM SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN BA) AND N 8.2), IN ORDER TO VERIFY THAT AND P.E.D. AS TESTED WERE NOT OVER STRESSED, INCREASE USE ON THIS A 33XBEEN WIND LOADS W ALLOWABLE STRESS FOR WIND 1,DAD5 WAS IiQL USED W THEIR ANALYSIS. FASTENERS SPACING TD WOOD HAS BEEN S aM HE HAS DETERMINED IN ACCORDANCE WOH N.D.S. 2015. (C) A CBE IJSSAU£O FOLLOWING ALL OF THE RECOMMENDATKXN AND SPECIFICATKNS OF THE ANCHOR'S STORM PANEL'S ADEOUACY FOR IMPACT AND FATXIUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT 1 2032. AS PROTOCOLS TAS-201. 11. TT SHALL � THE RESP4N98ARY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL. ONLY BE ATTACHED TO CONCRETE, BLOCK O2 WOOD FRAME iR7U-DINGS_ 2. THIS SYSTEM HAS BEEN DESIGNED Td BE wNSTAUiD ON TFiE OUTSIDE OF THE OPENING ACCESSING TT# oPENNG FROM THE INSIDE W/O THE USE OF A LADDER OR LIFT. THI5 APPLICATION IS VALID WHEN INSTAUATN IS {NTENDED tO 8E PERFORMED 12. THE INSTAUATKN CONTRACTOR L5 TO SFxl+,Awx ALL SHUTTER COMPONENT EOG6 WMRG4 RQANN W CONTINUOUS FROM THE INSIDE OF STRUCTUR{. LEN Wml THE BUGGING. TO PREVENT WINO/RAN INTRUSION. CAULK AND SEA, SHUTTER TRACKS ALL AROUND FULL 3, SERIES TODD INSTALLATION IS APPLCRBLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUITED TO BE ' PERFORMED FROM THE INSIDE Or STRUCTURE, t3. STORM PANEL INSTALLATION SHAD. COMPLY WITH SPECS INDICATED IN THIS DRAWINiG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. 4. SERIES 2000 INFSRAL1ATgN IS AFH'LICABI.E TO SINGLE AAR7 DOUBLE HUNG AND HORIZONTAL 5UDERS b-TT'L.i WlFii)QWS WHEN INSTALLATION 19 REOUM TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. AIRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM' IS PATENT' PElAI4D. 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-TO ALLOY AMD TEMPER. (UNLESS OTHERWISE NOTED) 15. (0) TM PRODUCT e0LIJAMON DOCUMENT (P.E.O.) PREPARf.O BY MIS ENOR EER M GENETIC AND DOES .NOT PROVIDE INFORMATION FOR A SITE'. SPECIFIC PROJECS i.L. WHERE THE SITE CONDITIONS DEAIATE FROM THE P,E.D- 6. ALL ALUMINUM SHEET METAL USED AT CLLTSURES SHALL HAVE 310E-N14 ALLOY. FOR THE SELECTION, PURCIASE AND NSTALJATTON NCLUDWG LIFE SAFETY DF (b) COWS T BA PRODUCT 7: ALL. SLEET. SHEET METAL. PANELS SHALL HAVE STRUCTURAL QUAJ7Y STEEL, ASTM A-653 GRADE 50 MIL, GALVANIZED STEEL THIS PHIOOUCT 6A5ET3 ON INKS P.E.D- PROVIDED NEfSHE DOES NOT QL'VA7E T'RI#4 THE IX)NOTTION5 DETAILED 4N DESIGNATION W/Fy. 58.5 Nei (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS TtTE sXXrmACTDA S RESPONSIBILITY. S. ALL. SCREWS TO BE StAXLFSS STEEL 304 OR 316 AISt SERIES DR CORROSION RMWANT COATED CARBON STEEL AS PER Ott! (c) THIS PRODUCT' EVALUATION DOCUMENT WILL BE CONSIDERED INVALID B MODIFIED. SM18 W 50 ioi YLELD STRENGTH MO 90 Iqi TENSILE STRENGTH & SMALL COMPLY W FLORIDABU G C0 7 4 / / RSRH OE SECTION 24 1.33.. (a) SITE SPECIFIC PROJECTS SHAH 8E PREPARED BY A FLORIDA REG)S[ERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ALSTM A-307 .GALVANIZED STEEL^ OR AtSI 3G4 SERIES STAINLESS STEEL WITH 36 TuH MIBMUM YIELD STRENGTH. BECOME THE ENGINEER O' RECORD E.0.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER e or E SUSUBMT 10, ANCHORS TO WALL SMALL BE AS FOLLOWS: TO TNISOLA � SITE SPECIFIC DRAW04S REVIEW. IDNCJNlEER 70 THE P.E.D. ENG1NEER, SFLN.L (A) TO EXICiiA11+ POURED ONCRM- (e) THIS P.E:D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ilNEPRDFESSKNML ENGINEER OF - 1/4'e TAPCON ANCHM AS MWJTACTUREO BY LT:W, BUTLDE'X, INC. (MIN. YC-3192 P..L) RECORD THAT PREPARED IT. - 1/4- a X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN, FC-3000 0.4 L) 16. STORM PANEL MANUFACTURERS LABEL SMALL LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - 1f' - PANEIJJATE FEMALE ID & PANEIMNTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CIN5R2UCTKN PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL 13E PLACED FOR EVERY OPENING. 3 (1'Er.3350 p.e.i.) U 3EUNG TO COMPLY WITH SECTION 17093LE OF THE FLORIDA BLUM CODE. At) MINA" EMBEDMENT OF TAPODN ANCHORS INTO POURED CONCRETE SHALL BE i 31e AND 2• FOR PANELMATE FEMALE ID & PANMJAATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/8" CALK -IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. A Tom" A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EMSTBNG WALL OR FLOOR. ANCHORS. SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL•�,CEN4jL(` BE A5 MainNED IN A.I) AND IN A2), `sa ND.44T67 ` (e) TO EX1sTNarr - 1/4. 0 TAPCON ANCHORS A5 MMNUF'ACTUREO BY I.T.W. BUIUDM INC. a ' FLORIDA BUILDING CODE HT h Valoa Nurrfcana Zone -- 1/4` e X 7/8` CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (Fm..IS00 p..I.) $ n •''. ,Cy lu"M MID. 20 CAGE GALVANIZED STEEL STORM PANEL FIR . ,: - 1'14-10 PANELMATE FEMALE. ID AND PANEU44TE PLllS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION iE" � C vrmw BY. PRODUCTS (I'm•2071 P,e,t) -• /M aM aqlk GLOBAL PROTECTION PRODUCTS' LLC. 07�e� wSoHoi u w. wL wa41 eV4Wc n a1w PNpE: (at4, Fe (esE)eee-I?A> 20-176 ar..:O tot_ a , 00.6 4n-,m, . 7 ,LI�MI ✓R .axr axwMw LaNW10 tN: P.E- Wxt vWINaE/OpE _ 1=.A- d' PA` own- J e1RT is or 25 PANE (1) INTO POUREQ CONCRETE OR ONCREIE JILOCK FaAlm canine OO ORM N+aou a011Ai° 6 (44 MKr , 4: Caa. CafwlsR ,wjam� --4 6 ! me. { , * 20•� r-4^Gbac-f4•A ..(.r. Ms. vow p}' (Ha�NEl11Fn 2F) \kClt( ` _ FatWO WCME� l 1 FiMPNy''1" �ai'"�ac WIwX,E � f IxiTAT '�+ T/4•f-1p1/•14'i11fA�Ii 4NOY 5 ! i ). L N tlin) 1 ILLY T 1 t1 R i ewe wl O, a&: 5 t (!1 FfiJ { ' SF. SCHELME 'BeYAY" Il 4` I SEE SCNFDUId { I SEE W:11N91LE { $ W MAW. ,/4'f-2Ox3l4' 1 11W16 ; NSt jK }A'AEww a i- ]4 ' FaS SiPAM7Wk 1 D�f CALM 0 SuArAmN�LLDEW &JELL � Owlacw i TO DEAL. 1 �.e � ONRAAP Si 1 I 1 i g NL gg "99 roum I(M- x 3' Mox) 16 ! 7a 1 Igr 3s cmt N' W/7., 4 NMIa P a Le 33' i n y 1 N3r oN F _ w ? </ v ao y/4' AEaaam j ws6R g/4ro-s0a/*°!/ N.at t ,�pr � .TINY. T 4w7lroa/ y //J AApMaM iam 26) ROX X 4 } S 0N1 RAua MR '-+ eJr// IwIt�A1 IXYi M� MOW. CA Fe,N AACiple : w ox aWEr 25) f feu suer e,r'L0, lJ � WALL AND OIRECa iiCIUNFING IN57. � t"L'�'d4°') 'w'' WALL YtIUNTTNG INST- _ SECTION (2y13/3wip11' O '.O3uE 3/9-1' 5� BUILD- UI SI:"C THIN = G AF. S.iiA TO p $ sGN,E 11a.i` ALE 3f8-1' SIX Kxwwan me H ittilti 1pE br��pmP &1R a 70P M14 m AS Ail 4 q a PrNMI . q a AT ecLraA ISM M ,= aft ilaD°Q �� RSNE3ATWN iTR ON NEST 23. �yL��♦; •'` ,f. Nmc FLR mews.s s - NO. 44167 Imo{- n = FLORIDA BUILDING CODE W h Yelacl NU cons Zone /xy�� O tat AN Y AM' :. / x\ -y�l�. STATE OF a TLrzca "C 20 GAGE GALVANIZED STEEL STORM PANEL oR In LIT.. % �r /► / AL PROTECTION PRODUCTS, LI.C. M, DETAIL T TEE s�wAnAx m e. ii+i a� I G C O E NC, 4e)D L:AL Siwpm 31S&T /3s/za¢a �( IPATT la} a.' N Nw we Fb lffi wmN PPua Parma (W€4)IeN-rs s FNe ()aIa-ettT 20-T76 (IM4IIn %, P.L OA-dMaST'1e ar wwRla ww -x4v DRNIeNO N,. -0- 0 N N O U N q) 1- O C .� Co V U U U O C6 � C p Q i.. O M U- O .� O vi LCD �J c- V ) co 0 L_ CDL 0- 0 0 W SHEET NO. SH 1.2 .. s :� . z -_ � = t�„� � �1 :L1111uL�16tOia�ILlGi i,��uew�;Yu�wWu��uwr�u�uww�a���luw�dYlu��IUWYi+IWiiiW,1111��kul��kt�Id�ILI��LI+Li�,,Y;(��J��„ �IJ�.��_.-�:1y AS:D. Atwr. ,L LfTNFrtli MyN�U SEPAI,ATMH t0 PAMIR AF4lKA�.E TD ,a+<nMeP ;rs.3 tSEE��s 61AS5 GGWInOi'I SFCtgrtS 46a.9, -73.3 70. OR ti6d 2 9/tE` l�Lib • ,`, 2'. 3'. 111'. z�u a 31e 488,9. -13.3 70' OR LESS 2 7/e' OOLTEII • i' O s'w CU O Gn —ca > U N O INSTALLATION DEJAI�RS FOR 2000 j 'NP�0 1099E Z HANG STORM NEI C C6 -0 � ljVTO XiSTiNG WOOD `jRUCTURES '� U � � � Y-UIMI1Y A.S.O. IDEMN PRESSLINE RATING in,c,f.)_� tj4•P,AG SCREEWS a r O.C. w/ i 1/2- �. 1TdtEADED PFF♦fTR*iRON A'•t RRESPONDINC tLit(!IplY PAkEL iEk4iH ' ' P`LEEQ N F t/a"P sA0 9 PENS aF a D.e w/ -TO EXsi aD HEATER. ( z at W°� (� «+ L � *-� YAYWLEY JL S.Q. QES!CN PRE RE RA ! / d ERR . yp�y�q'u� :LexIYLaY Lut *+^R t , Trow �!i a laa>aE t/i•r W SCREWS E 5` u I TI r I�iTaR.xA) 6ilii S�WYaad. ,+$. Mom. I,YB{OED PEwE,R4 1 FUT eR CN EDGE - , 1/Y W. 1OOD NlD'tKt�N'RAi1pN F. .- aT'nall ; N 'CxCtcLe TO txrsnRD w99D.HEADFx. ��Tif�il�? E Z FIANt3 P _-EL CfiT ---- t a. EDGE m F* CI'• R• �" 4 tMm,.. #,dX} SApS, - OIETIMDiRKm EIEADEH, C IIJES F i ` ' Ctt`LF Cll'QI P QI ET COk COt4GR O ICTLlRES a air �•ryp ►�,QQ��a''y� y,��Myy�� . �44 P,R «Aa li� L."w'ti. �a A1jA4•J.,li 1.{Yiiti � QRETI•.,.�L �. , O EA ,t w- M i , 20x3 i s m ,a n a a f: L .T1bN_ A_ Pf 1 L. i.. } 9HLX_POR.PaYAL,.ita�.M,_ R.. � , con,. / '�• 1* s. ':' mua a errn n CPni.. � : ... - B T NtNG. A R a4ip 4 IPF 3 TH 2A AiltL DPlLY_tT3B.. P.AM ONS R A. £7 1 �, o El em tN� � NGT � O O / # Q 4 Cb,Y.,` , ,� ,. 4'a LAa s1-a I10,*,O,C: snj a s�Ms. O LL _.._ z/ i 1 a'r-Wa toREA9e9 PENEtRa l FA.. ErWs Cs �} .MAXIMUM iY C,O -p--j Co gt (SEE DEIALL ,/24 A I SECrAm / fat ro E%lYINIG waoD ,tFAOLit 1E ,A 1, OF "�LveNUT m•�y tarp.? I ISLE oL-rA¢. t/24 e O ELOCKi _ a te•,wm rw RNer 4 GPnL \ 1 ,A Q ANY 0 10 3 a` Ef+ExY $ s' E�iL' E� � E§i :- � t• - � � O �» S � L W • ATE$ tY/ 1 4'e-:. X340` P�ANFd� 0. ilAIUiPAli A7 OVE76M & # eam. LENGTH imamt :� { . I DS71�4 e { -v, '/) O `4""r -'i Wam ,isAOtA R$OtM1m 1 -F (� E•1� /'{ Yi .. 2 9f9EP,w�.Twor1. ^a. 2m:a/a` ' �sh mu�#• a 5 3 � � � V J 2ffPjt64' MJn ,i0' M.S. 'Mj 7 1z3 t iOatAg ,(±f$'rP4iiJ3x" uy�• , O iwig IRIT 0 f 1 3 7!3' ,An. EYtiR,• tT*TRI7r L' 1 1 a5C9Ew Y` 4• pe T' i 1 4 4 2 end" ill. J/erx3/ffi'/ g f - i .y SEPoGE - ; p4m NUf O z y OVERLAP' 3/ 3 EVERY ILL _ i._. * LIMITED TO Ea;O W. AS.D. 9ESION PRESSURE' RATING. ;i+ - M _.. REQUIRES Max. DISTANCE - I AN < aE1WeEN BtlTfOM OF RANtEt 1 q r+. �' y D' a 9E { AAO ro OE ,J2 ., i g AiaA. I � r SHAUi tsj t I •g O 72' D.C, ''°� i. _I 1E s' 1, i • 'o I R (213• Mox.)E3a 3 .- •}•} REDUIRFS Mtu. DISTANCE 98nMEFJe BOTTOM OF PANEL r _ 1 4'a- a" aE:~ �..' ♦ i 4y PANELMA7E FEtA1it ID S , -« 7 . 2 NUT PANET,MU4 / B - Ta BE' e" , AND {� �. 3/16 -}� ♦ � ,f/47,�2.D�z,SjaYMS� Minx, , t,DTE iA BELOW) _. S I PE7AtRA,,4Haq 12P/DY O,C.: ✓ -I WHIR Ufa "y 9/4 : IK3 SCiBw#.w: Ir C, wJ 1'z4' � 1' MM i 'r-xOxx/4` (2 , 'r-. S,�/ t:2ao THUG I Y Mee, nStFADCD PENETMTWN O \ �. pIATE REDUt9ED.. ::. A.: - aF _. TE OR -:. 9iUT f NOTE t. sEffdES-1IX0 : DR ON I 2Dx 4 FIAT EDGE 4- 20xi MS w fO P[OS W : e 7 ix3 3x' a TE ti TrlArl ! �. N9tE A /6. / / aELDw) ]' •: P"€NETRATCN. t O WUT O 13•O:C,. 6 Mro. a x ^ �, ? Cont. i I��n - ,ja'r fAO SCREWS O e" O.t. W/ 1 tf4'P MIO %Y� 9 E' OC. w/ « 1 ; L: A• 1 1/2• Mn. THREADED.. PEfEUMON2i Min (Y 2•,A'-j 1 t THREADED PENniRAn11N �EaE� ALTFRNAIIYE ? 'W s r wow � E o OF PLATE 2 IT'_ .Fi i, ,TAT OR ON EDGE ; !1 - _ PLATE •xREDiA�D FIAT i YR, SCALE tja•.T• ALTERiidtfVE 1'iV $i'ALE 1/4'«1` L.YtiSTL'*�'��5d5i+1636i73:73iX FP �4tMMHNNtupr sasaH,NNaFMrM VIE 3 A �11 � '/+'-a" W ,, IHSTALLATWyq ARE DNA.Y VALID FON 6Uta,OPNY a* WITH AS:O. CLSCOF7 WAGS Up N TONS -E NM7, AND PANEL`S AENOIN. UP T9 S'-10". p, rt(( x. FOR r�W vaDO FRAME aDmatictroN: s 1aEMDEes TD � soInNERN 6 a�:.p ,E I/4•=Tp PNE Na z 1rf sPECC DENSnY OP 0. tR EOtvL *,+ "VjGEPtS'' S i FLORIDA BUILDING CODE (High VelocityIN cone Iona ? FLORIDA BUILDING CODE (High ValoCi tturFlaano Zorte NO. t * - .Woaa T m. INC. 20 GAGE GALVANIZED STEEL STORY PANEL Pr6 p NO. oaam Tu1w xz, 20 LADE GALVANIZED STEEL P Fr. z * ; •k _ mwN W. w�at As i. CW+MrEC�To TP.v �. u s � eoTibM."Ta m as r s * : r *' _E STORY ANEL uewMr W. GLOBAL PRotECT1ON PRGOUCTS, U.C. orJ'dj�ao 9DD DR roa9 IHSMtUT10N TYPE cueEEr z STA DFE C �' GlDBA1 PROTECTION PRDBLf U.C.orttajzorP OVE:« „ L. yy O • F R19�, 1EZ/ i Cf i.9 E C O 1 NC. 4eoo sw: s, sTRE[r tx re Foa gE .. r A10 B . " � a. 4eO aw. e, mREET fi'q $( E `� xc saw a4 ss A,4la+aa nsau. 1>zNld`r.EPdtXaR�-7de Fr�Jli{sdikwx-m0T 20-176 �ANC1itlR M.1TYfY ���",$�"'q••, �gLi+(7 � T,t.l.p se.�+oW«,a -n:IItw Mo1E: Datix,.Fc ants 2D-176 Ntfhi NA �WaYA Naea,taPa UN-uOn ph. -m. �� TaP k 9QnDN ci44R+TN� OAK eE CCM19IdTD R7 ANr rise t(`Ai i` `t�. «.., a941'm-,m.A"r -us„ i:S�-TSIA rAx. (PmlMde-rites *t IHHt P.E. S4X/9NNaUEfatA2 71e ar. wa GNU,NI10 Rx. WAY lO &A9' ANY ,HSfAUA1WN, 5p,f,Er f/4• . 1' Nf11PFFll.: i. CA-fXgat,P az«x:. oza - t»AeM6NP: MIN.IiR A.Rt1If +P''.P2. x wr � ` '" aHRT xb ,W Rd �..,w..e+e...w+-.rr-.u-,-.,-....-+.w NOTE : $1Uf}ER 'E2VCX5 MOT S19DNtii FOR. iSiJ31tTY p,E �'Nyi910MA1tIRs•IGpr¢ A .fry, AY a 5IffiY M qF Rd MAXLVUM 3/4* 3j4, 4/5• 5/5 a B/s IAAXIt,IUM SINGLE Prw£�P.M.�_$SiHEDULE4 ONLY FOR REGULAR STORM ��; twjB* aW/s. 3W/7 do 4w/7 UEE PANEU IHUA! LaM W9 PORED CONCREM CDt+[CRE_7E_ SLDt`_tc t Q (t) 3: u ANL�roRB (� s�� aN� � � � SHEETS 9. TD &II tlmi; RAM lso NNF&URA,M�F_, ( c� j T EACH D a �T.,TO)'!_Da BOTTOM O Eta Wf[N TRAM (31. %�i. 1 dt d ,QR O' F•� M+,iti tRAGXS (�Gltt"al D1REcr a#fONTEg,Ar EACH END* r-1=` r i `j j f o L1 a e _A _ f -�tgj j{ - UNBOLTED PANELS BOLTED PANELS W/ (SEE SECTfONS::AS. f � s:s.. Y�S WBf Q�O FA 4XFf+W*- NIGHT APPU ¢ (SEE APPLICABLE) � TOP (fi Lit f F or 3 MATE _..�� ;/ N � T" MAN. t zn T 5 5/5 OLOS - �. 3 4 a4 4• ( T 4r-o ell, T w/.* 4,,/B* , at 4w�z * s hNClitNtS (SEE SCHEDULE ON SHEETS 9, tD att}-- _.„____ .L..� REGULAR STQRM Ep� MION IDA !h. 1.i1114nL 1d.f !ehrAs 1 4' Mioz. GAP � "' • �-. N.T.S. / - ¢ O tPt+• rnEriAP 88 t1ig1E 1raltY) ;i � O SEPARATION ro GLASS Stp#EDULE ,li.: ' ¢ Ouj MNBAtlM S MN1L QAP > AI•- !"a�i9N_A—A WJtIMUM W%} SPEED 6 ,TO m.ar.h WINO SPEED 3 17n n,.P:h - PANE. LENGTH N.T.S. (in) RESIRMNED EC, t1ESTFA t1En aDt�t 30 aR LESS t" t' e` 6 t/4• BIT) L+.- MAXIMUM ALLOWABLE PANEL LETNGTFI FOR A GIVEN POSITI A.S.O. DESIGN LOAD. L_; MAX. ALLOWABLE PANEL LENOTN FOR A GIVEN NEGATIVE AS.D. OES1rd� LOW, >33 10 90 T- 1' 7 ,/2` 7 1/z• (2} PROCEDURE TO DETERMINE MAXIMUM PANEL LEMON! GIVEN A POSITIVE ABA. DESIGN LOAD. DETERMINE LW01UM PANEL LEN91H 1+' FROM SGffgR,E. >90 ro ,45 ,". I' 7 Tjs' 7 1/2' CREN A NEGAIIYE A.S.D. DESIFL LO.W. DE-fERMe1E 1IAXLt/W LLV7p. I.Ei:ID!'l- FROM SC+tEBER.E FINAL MA7rMRM AU.OLD E PMRL IFN81#t S tDUAI. TO 711E t Myth 'Lr OM S LEMOTH >taro 1 1 r - 7 v2' BETWEEN z+• A� ti. {3} SEE S%CpRE BELOW FOR. TALL. PANEL LENGTH FOR POROSITY 4aW.ffMRiION.-SECTION 1- SECTION 3 � f Ea5tX1ATWNS INTO WOOD ARE L1taTE0 TO t 96 p.ael. ASO. t1E9iR! PRESSURE RATING FOR KANO Lum, ALLOY,.4_ 9, ,ODL 1, f0N MAX. t 9. DESIGN MAXX S a MAXDES PANEL aSURE t3 IN 1�s1NCE17;. C 1ALEA, •'f S ' FLORIDA BUILDING CODE Mori High VelocityNuYYlaane Zone) _ *: , 44367 = TLC' d0. 2i flAtif 6ALYANIZED STEEL STBREE PANE1. 'ORION &: *_ 101 x y :,• ATE 0� � * 11 L E� BALE PRO'fECTiGN PRDDUCiSF tl.C. 07n'0,,,�° myot "'.. ()R10p: '�4 ' ti'�TaTaT Lai•I [' '+Tf% lu1 MN. ar ft A Wpn YMCWO.:n: 91N 20-t75 ryy�� ........• `\� ww • tNn m-.1LY. (u a DPB a,-rai PHdEt (toad+-7Aaa, FAX: CM4M00-9]R7 rrAyA NA 1i �jy.0pe M mM�! *e[ iti,F IOiOn eR DRWW10 tl% ` iDMNN tom+ rw;Tm A x.. P _ *a atpLtt s a ,a * W O U O 0 a - EXISTING ._ W a z z Q J SHEET N0. SH 1_1113 aI Cn r Sam X of WOOD HEADEEL SHEET i DIRECT WO OF V CD I ED PL ­ BE 0[ f ION PG. CIO . Lcom it L LMAX CONCRETE Is (SEE SCHEDULE MAY 2-.4 PANEL LENGTH SAX010, cam L INSTALLATION. Or MAXIMUM NAtIMNAI Mk,HORa SPAO,Te FOR E D. - 3 t/x" « IPPLI e � �PICIIORs TYPE t mAarw rota DeSTA1IATKINS itGO wNi9 tAtaM13AW AttOip# SPAC,tRG MID WWWUM EDDE 05tANCE ART: WeOIGaTED DN 11tlS SC11falA,E. PoR & IE48 iHW d/GII4TFO 6N SaMDULE REDUCE ANCHOR SPACPMI 8N YLA.t1PLYN,G SPAt9,6 1610}YII al SCHEO4AE 8Y TINE 1C11$wetO FALTM6. FOR iHS 6P}�4S0tI l9 � P0�91E REOIICED SPApNO OBfAN® I/SWaG PACfDR NOT lE LtO'd VMN YPIeAM 9PAtsMa III4IMEO FtXt F1lSt ANQIOR 114E M A LEDDeD. ANE410R TN4 tj4s« 1/4 i« t/i'P IJi i tu+mN EkLX-N - iM AH�1 riYale Raj 3 5 3 a tj2 ex,tAtl,W a a rana+a. s 3 a.Ps.M«eI Glx) 4WiaiaiP 94Ra � 3 3 1jx s 1js 4 AWi1W. FJt a9aG7tlR �OMPON�'[S FOR REGULAR,. SAF-�F Z HANG STORM PANEL SYSTEMS (SCAT£ i/2 17 -—t5,125^__- �.__.._.._.,2.Sa4• (EFFECINE WIDTH. ,-._---- CL--;.750"r--f._.5.+• . 93' 1 / / 4D�3/ snro IWiE�D .600• } � ` --------,�...e tj#" -t.,s�o' r.3sa' � ; t:2�a' .37 ro• 1 .sae %0 � Z t� t .0e8:D" 1 (ANY aE RLYDTSEo) x L� R024`aWi. 7}WpF .FJ 6 3:S7a j L!'�MM1ES1 F 6MJ4Vfl2TD STEEL A6TM Asd3 IMP. I 1 y .L•M�+ I'�` ,.d7T• 7,506 Rp. .ia. t.015" I----OETA0. A ORAOE � MtWMIM G-80 4XLv. � €DOE i f .Oa4• L»--t500"----I� 3 1.J30• OT �QRY PANEL , �•= �sA� A� PANELS SFWI.>O pb7ALtED ALWAYS FRDM LRT 10 w/ ,/2' LEG AT END AY 1EFT sX,E DF PV,MEt. 2387'-"--•---1 - � "Hw HEADER �✓ TaaalA��..n/'y �.5.!),R3Yt3 ® AN{�F WITH STUD Tw�Ls ETID L� w/ /EMMYRD EDGE.'• i:0. � r 0 ' -I- T D.g24` (AFa1:3 nAtvMR2Eo stEEL HEAadEO ".- I ,.4f17• e.625` e.s2a n i x`�—' sv.97D0• . '--`2:254 .._._+. a 1#* =•""S 1 ►IiFTRtC Yi€iW_i?ETAIL A I saa 9 :I,,,-_,PMEL OR 'r ROUNDED CORNER 8 ENaTS aF PMff.'L'5 P W EOOE I. 17ND U f HEMMED .t2S' 3.750' ?.506• �7S` ,.{�,.r c09t• 067- iL-,�k HOLE WASHER 3roS-NISI ALUM. ALLOYA�iEL tYP. a9FPoPt vy�ryyy LI,aaP�YFr `(T �7so-_ I aSEE SHEET 8 wR ADgipN/L -+.750'=•.• .BSY 1 UMAT19Hw !f REEVE IEMOM D: t { 1 i LL-- � � SLEAE`EyVE w T 1-2h9" � .09Y• w'iS' g 2 T %$ ; r iTYP� 0. 3 Ab• WOOD Rt'Sat5tN1A71016 dA0 ! 1 2.aaa•------` , I t..na' t2S' 2. 4tYP). } � 3.T i � 'H' t.m0 a L HEADER � :aso• .2sn• I l'J REV. HEADER � :ya r INN, m s• Max. � SJ,E-EYE 1' j� I•---z.r�•--•� a LEN t f/ � 11 aJ" i�ACK t� �'IEL t1ANGER .37i` t-'--3.Y1tl4•- , T-76 Attar anN,N / W�ilifi� ' t� "`".._'� • �"""`� 1 082" to 1a25• 860 � ��GElif,y�•`'•;�Q NO.4A167 (USE a5 STEM6U6JZTaA FLORiDA BUILDING 'ANEL CODE Nan NI h Valacl NurriGamT Tana E �QD _ + .iz3' ?, �. • �� *�'- � � . i,.zot• i e2mD,dt9co. we. 24 Cr1GE GALVANIZED STEEL STORY PAY0. �• I .moo" � ��E = •o � STATE AF = dnwN en �'�.a.�•-_..; `� sErfloNs-- i ,� '�• 9••. pA, q� 'q`"•/ r O o. GLOBAL ii_ �C EN ,,.>sN,,srMx arroe. n>0,0 PRDTECi'!ON PRGaUCiSF LLC« °'MDne� iDW S.M. d1 SiFtTfi DAa1E.R xatt4 2G-175 � l�J.II«iz-Q�' "E" .TRACK 1�5r d' WASHERED w1NGNUT a ,,,NttN1� �r,A. cA-Nwa7Ta �+* P+n0.; (sea)eee-Triad, rAm CB5a7�•d,s> Mba,e19 w. TRACK ANGLEAkCaLE (zhwYc a AU:Or) P.s 'wt'Ea A aar4" r.E >or11n 2 a ,6 Sj�TALLATiON DETA1 i�F(�,j� t�iAR_ ,ANEL �1�} IN,jANCHORS O PO ED CONCRETE OR CQj�CRETE BLOCK STRUCTURES KT'EIaNATE QONCRETE CONCREtE ANCFK9RS E SCNFU 7 E�INI (SEE Sg1Ebllk.E Ota`-'': E15nNG POtJkEO ! SHEETS 9 THROUGH 10) tDISnNG ppUREti C tAAXIYtlY PhNEL LEM4rH MM47fNAUM A53i.: PRESSRA79i4 (p...TJ (i CONORYIE h iIfOCO INSTAI.LATiDR'5 j' it d+- a04 3¢d 70'-i0' tO =O' ,raa a-3' r-7` 75.$- ERO 7=1" B=Y 9D.$ a-9• a-z- tro.D - s-7' rrsd $' a' YAXIMiilti PANEL LENGTH MA,IFUM AS.D: RATWND CARCREI'E & IVOyOD. eNTAWTKINS i 1St1 tP'-f0' 1t=i 3TLa ,0'-7' lXED d'-7• 0 6•-J- Y-H` �a e•-$• ram• r�0- Y-s• 6'-1r-" - eR0 7"-$' S'-5' &Ea wS.a d•-7" S-Ta" ram$ d'a• s•-r rsrLa - s•-r` D t&$ Tres 4'-d' INTO) WOOj�STRUCfiURES MM,. � ' � Wt)OD ANt3NOR5 ro gtA55. � —tSEE u (SEE SCHEDIAE ON t 4'P-20n• t SChIEDULE� 1 V4 � • I 71) aN SELECT 33 1 1 { � D�*•-1 PAEfA. LENGTH I �t '� t WOOD ANCHORS 11 � REQUIRED. `� � !. ,tt .;. ON SHFEF 1 hbR.. ,�j<L SHEET tt) � I SPACEtt f 2 1 REOURtEO EO. �r �i' MA%. LONG AL[AMNUM SPACERS O 12 1/2" a.C. (SEE TABLE j1 aN SHEET ti:) 'L` SEE HD1E ** i&SbW FaR LuelrkTRk+s FaR 1/2•SLEF,VES. 7�n C.USSN .. 1 SEE SGFiEDUtE.. L NW4F1 LENGTH 1 I SE£ SCHEDULE ? 9 � 45 ( i BCHEOULE 1 ,._.�PAtEfi3: MATE FT]JALE 1Ti SIR PANEL MATE E OHS 3 t 1 € E FiEEf } I 'ti47 SHEET 33."aN SHEET 3) dd • 1/a•►'sOA• , ..._ ,..�. ____ _... �. 'y[ t I I PLUS (SEE SCHEOIR,E ON St�'k' ,t} t....__ . �1•.=�� _ ss�WLlaw , ( � Min. 1 � *�N � 4 WASS--"E TO IXA55' PLATE REQIAREp S$3$ ALT TiYE 2W' _ _ j .,t 4 \. � 1 i�,,• .ri �SLFLE 3%da:t1` TABLE 071 SEE t SHEET tt FOR MAX. PANEL LENGTHS # 12 ktAX. A�,O DE51CdN LaADS POR 7Ha5 INSTALLATON. i } WOOD ANCHORS_ } 1 I ✓ STAGGERED W 1 .t• --+. I � � ` � ' 'k � • - (SEE SGHEq![£ ON SPkCFR. M MAY � 1 ii2• LpR F. SHEET 11 - I ) i ill$pRIJIIXa, A W A I ( LAMIW axe R,DRY tAMANCS LIt1 ,8•-O' MAY tO'MI ROS%' tWwTf tS A REW11W7lD11 FtaAi.MN rx4" WOOD - M/(pq ,iPRH: QNe�7n.Y�MIMG7LD EN 9#£± f1}, PLATE RE'QUI j `. t 9 b D ANORORS r r" apE $7+A1MTIa 'fD WQQO #" R f,2) AMI4 arnl 7'f�N 4p,tl*L,IIENt as 0N1RI, MATE FFMitE m Da E EQUrRIYl � U . , (SEE SCHEWLE ON IlN�` A$ R$ 1T#ttw6VeM#` _. DNNO. WTE MJAS)SHALL 6E 9NKXD MNelA9I AT a q/4" OG. qqj ""I � SHEec 113 OrAEM#n rdtk � - nRk RESRkD1tON FROM t1 ,/x• DR« AUC74b DN j f n3 ksD ,ssloN P i IVtikls S tom. -OT PP.t � (S) LMc 34 6� PMOL LSRDM ®LMnLn T9 ,� AT AM' 1�pWlD (TNWR B k RtSt1aC7FRe F1tOM IJJWDL PNEL t$161M% JILGtFA OM1 MOUNT aexmwc 1s). � I�MwAal �0"M �'�" M Y�ALL ►IDUNTING��L�31 I WA � �4�G::3•�� 9Y7lTt ! E-] ,a!� • PktEt c}. {C3 TO p'OOD t cce _ aaylFY - a 04 WN.1: ,. STORM PANF2. SHDWM ON. FFOS PROOLX? EVALUATION OOg1MENT (P.ED.) HAS BFSI VERIFIED FOR COMPLUAICE 93 ACCORDWCE _ }/s'r TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. 911t1AE%, Its. WITFI tM� 2020 (76r COITION) OF 7tiE FLtMIDR ERALl71NO CODE. THIS STORM FAt!£L SHALL NOT aE INSTKLEI7 AT t8N1N - 1{T<-t0 PANELMATE iEIWE N AND PANELMATE PLUS ANk1NOHS. AS MAFIl1FACItiRm BY E7.00 C4N5'fRUCTIgI PROQUCIS. V0.0CIF,' �E ZaNES (M,MAO-DARE / BROwA1,A COUNfE5). - I j4-r LAG SCREWS FEA N.P.S. DESIGN WIND LOADS 53UQL BE DETERMINED AS1*8T SECTK)Fi 1809 OF T}IE ASOYE 4Et4TWtIEO CtA1E. FOR A iwLSIC WIND - 7/ta"r z 5/B" 1404D 84f3H9KL; AS OPSiRiBiliED 9Y ALL PgNT aoLT & 5PECIALN CO. T P F GALTgi SPE7]] AS REOUI Y TH .kiR15gCTHTN WhIE� S ORM1 ANEL WItL � lNSTALCED. ANO OR A DBiECT10NM31Y REO H E KCMtl,65 7-T6 D NO EXCEED THE MA%iMUM AS.D. DESIGN PRESSURE RATINGS iNOR;ATW Oil SHEET'$ M M T AN 1 t 2" AND "FOR PAN LMA7 USING AN SHM.L C.f RNREU THREADED PENEFFATXM &dT0 w!)OO OF APCON CHaR9 9HAL1. BE 2 ELCO E E PLI% ( 3 ) j 3, 9 THRU 12 &fit 7�, ,6. NW PANELMAtE FEMALE'1D. '. iN : N L lNEO ASCE 7•- S �. FIRST ORf�R TQ TRY TtTE ABOVE-CiX4q#ION, tFLTa4ATE ttESiGIW 'MID OARS :DETTTth, PER 18 HAt.I T n P MAX. A5, : C.2 MINIMUM THR PENETRAn4N �' LAG SCREW THE WO00 FRAME UNR SHALL BE t 1: ": FIO THRFMEO REbtICED TO AS.O. ,OES1Gt'1 PRESSURE RA tMG BY MUL PLYNNG THEN DY 4:E IN CxtaER TO CaM ARE 71NE"uE W/ ( 0) ) EARED 6NTa /2 OESWN PRESSURE RATHNOS BNDK'ATED ON S14EE7S 3, 9 1HRU f2 $ 17, ta. PENETRAt,QN INTO SRIDCO SFMiL CaN536ERFD A5. PART OF THE. REaUIREO TIiREADE4 pENETRATWN. NN WEER ro ,fETDFY THAT ANCNOtn' ON TINS P:E.T3. AS TEStEO WERE NOT OVER STRESSED, A 33>< INCREASE R4 ALL4IYABLE SiteESS FOR WR.Yf LOADS TVA$ Nl?'C USEa Ra THEIR AiNKYS6. FASTENERS SPACWG ro w000 FMS BEEN OETERMINEO iN C.3) MINWet14 EDGE gSTArNCE fiF LAO SCREWS. INTO WOOD SHALL GE AS INgCATEO IN THIS 4RAW1H0 M-CaHgV10E WkTH NA.s. 20ta. STORM PANELS At)E(iIULY F'OR IMPACT AHD iYNFIi, RE3MS}'ANCE HAS SEEM YEOFIpi Di ACCORDANCE Nifty SECII�1 td69.12 OF C.43 MaNeWUM PFNEIRA110N 4G w4tla BUBHINC SHN1 � S/8". i/4' e-20 SCREWS USED SHALL 8E , T/2' LONG NIaARRI THE ABOVE MIEMTH4NE4 EDGE AS PER AMEidCAH TcST LAB 4F SOttTH FLCMiM REPORTS /OBt4.Ot-01 ANO /10219:02-tl9, AS 5HG1LD STUCCO IXSF. AFIQ f' MiMiM1A.1 FOR WALLS WOtf T� STUCCO. PER SSro 72-99 ds A5nA E 330-Oz SfANOfROS, AHD AMIERICNi i£ST1N0 LAD SOUTH FLORIW REPORT �rr23.ni-tn AS PER TAS-207 AN4 TAS-203 PROTOCOLS, AtR1 AS PER GM:CUUTIONS PERFORMED a, ACCORDANCE W/ 5ELTIIX'i 1a04 4F THE C.B) M CASE TW.i PRECAST SRRNE, � PREYYST CONCRETE PONCES, STUCCO OR YFOOQ BOMOS 33E PQUNO CN THE E1ISnNG F10RtM EKRtgNG CC3DE. WALL, ANCHORS SHALL � tONG ENOUGH TO REACH THE IdMN STTNCiURE BEHIND SUCH PALLETS. ANgiORAGE SHMl aE AS MENTIONED IN C.a), C.2) A• C.4}. 2. ALL. ALUMtHUM Ttl BE 6063_76 :N1aY AND TEMPER. (UNLESS tITHEHNISE NOTED}. SEE SHEET 2 {OJ ANCkt4R5 57NALL 1#' iHSTALLEO TaS,:UWA1H0 ALL OF THE REdWMt4ETNOATibNS AND 5PECdtOATiDNS OF THENNCHtlR'S MANUF'AOI'IJRER. 3. ALL KUMINUM SMlEET METK USED hT GOSURES SHALL t1AYE 31a'8-Hsi ALLOY. 9; PANELS'MAY ALSO aE tNSTALLE6 1NQf02aNTALLY FYW.I.OM4NG INSTAlLATtC1i DETAILS SHOWN ON 5ECIK1N.1 714ROU4H 6 {SHEETS 4 4. ALL S1EEi. SHEEt METK PANELS SHALL HAVE STRUCTURAL QUKRY STEEL. ASTM A-6S3 G%AOE a0 MMIDIUM, G-84 OAI.VANIZED THRgFCH S} EXCEPT THAT HEADERS("! NE(� SP1Ft,L NaT BE tTSEU. STEE1. OESt1MAT)QN W/f`Y. 92.2 tml (AFTER ROLLED>• 9. rc sHA11 � THE RESPONsfBLLRY of THE CONOtACfaR ro YERBY iNE sOUNONESS of THE siRUCrUF� W14ERE sHufiER IS To BE 5. ALL SCREWS T4 8E STAINLESS STEFl 30< OR 3t6 MSf SERIES OR CORROSIdN �a 5TM1T COATED FJJtBON STEEk. 0.5 PER qN �I�N�•TO R1511RE PROPER ANCtWRAGE. THIS SHUTTER SHALL q+1:Y aE ktTACHEO TO CONCRETE. �OCit OR WOOD FRAME 50018 W/ 50 Mai YIELD STRENGTH AND 90 tr/u TENSILE STRENGTH AND SHALL COMPLY W/ RORIDA BUILDING CODE SECTON 241 t.33.4. 14. E«.Ga �GIAAR STORM PANEL V11T11 LENGTHS OVER 9D•, AS PER SECitQNS 1. 2, 4, 5, 6 AND KTLT6YATIYES 1W, 3Y7 8 aaY ON SHEETS 4, S, 8 & 7 RESPECTTYELY: SHAD HAVE A LEGIBLE ANO READOY VISIBLE MNAfaSBIG N45TRUCTHIG OWNER OR TENAlNT Tn B. BOLTS TO BE ATM A-3117 OALYANIZEO STEF1, flR AtSi. 344 SERIES STAHeEESS Si'EEL. WitH 35 Mai MBaMUM YRDD STRENGTH. SECU� FANFT$ NTfH APPUCABIE NTFONFYTTFCE,NENT DURING PERIOdv � HURRICANE WARNING.' 7. ANCAtD. TO a OWS; RS WALL SFIALL E AS ,"(A.f t T R P 1 1 THE INS7ALUTIUN CONTRA(.70R IS 4 TAIL AEL SHUTTE CO,a tNNENT EDGES WINCH REEtMN N CaNfh`70005 COYI'ACT WDH THE BUiLOa1G 70 PREVENT wND/RA97 INTRUSM9N. (A} - ,Ji'a TAPCON ANC1inR5 A$ MANIIFAGTURED BY t. BUiLDEX, INC. (Min, Fe..iaH2 P.a.i:) 12. STnAAF PANEL (NSTALlATION SPL3,•L COMPLY W1tH 5PEC5 IN4lCAtEQ IN THIS DRAWING PLUS ANY atALgNG AND 20NWG REARMI'IGNS - 7/a` r x 3j$' CALK-iN MNCFiDRS, AS MANUFACtURE9 FN OEwAL7 RAG. PROYOEO 8T' n1E dUTPSgCTYq'I WHERE PERMR 35 APPLPED T0. - tJ4'4 x 3/4" 5IX10-SET ANCHORS, AS fl1STRtB4fTE0 8Y ALL PgNT SCREW', &XT g SPEGKTY CO. T3 (93 T1i4S PROaICT EYALUAnpN DOCUMENT (P.ED.) PREPM® Bf tHIS HIGINEER IS GENETBC AND ODES NOT PROYtDE INFORIUAIXM" (MM. Fc••30W p.a.iJ - /'It -III PAtyEL1MTE FEMALE m e PANELMA:E PLUS ANCHORS• AS MANUYACTURED 6Y ELCO COHSfRUCTION PRODUCTS. F� A SITE SPECIFIC PROJECT: i.d. WHERE tl$ SRE CC,Ng1tONS pE11ATE FROM THE P-E.tl. - ,/4'e ZANAC NARJN ANCHCRS, AS MANUFAGTUFffO BY DLWKT, INC. (tr) CONTRACTOR TO BE (RESSPONSteLE FOR THE SElECitOk, PURCHASE AND BNSTALUnON O1CLtFgNN6 aFFE SAFETY OF THIS PRODUCT 0.1) MINIMUM EM�ONENT � iAPCON ANC1raR5 fNro ROl1RED CONCRETE SHALL � 1 3/4'; 2' FOR EL7;0 PANELMATE ANO BASED � :t715 P.E.D. PRanD171 1tEjSHE ODES NOT DEVAATE F,�P Tk� COMXnONS OETAREO Oi+t tF95 bOClA1ENT. WNSfRtIGngN SAt'E7Y AT SnE 15 THE CONTRACTgT'S RESPONS�IdTY. 1 3f4" Fsra 2AMAC WYUN ANCHORS. (E) nNS PROpLYY tVALUARON OCK;aH1ENi WILL 8E CONSlDEF�O RNALIO IFMOgflFD. A23 CALK -IN dI SOI.W-SET ANC}iDRS SHALL BE EMEEDOEO 7/8• iNtb THE POURED CONCRETE NO EMBEDMENT tFIfO STUCC t 4` a-2A 'USED : I t " LD MINMUM SHOULD STUCCO EXIST O SHALL BE PERMITTED / SCREWS SiV/U.L BE /2 NG (d) SftE SPEaitc PROJECTS SHALL aE FRE,PAIlEO .tit' A RORE14 EMGNEER OR ARCHRECY WHICH WILL 3ECOMETT}E REGISTERED ANO t" MNIMUM FT7R WAi4S WPIH N/i' STUCCO,. ALND MAY DE NF.M'FE4 SCREW6'OR: ALL THREADED 5GREVFS 4Y/9 HEaO, F7,G(tTE10T OF RECORD (E.O.R. P4k THE PRCUE4'T AND WHO VtH.L BE RX"SPONSINtE FaR THE BUT 1MTDi NFING NUTS. PROPER USE FIF THE P.E.P. RACI'a,4 AS A DEY,EOATED ENGINEER i0 nFE P.ED. ENGINEER, 9FMiL SUBMrT TO 1wS UTTER THE STYE SPF.tYiTD RTPoYVRPFGB FOR Rkl1EW. A3) IN CASE ?HAT PRECASC STONE PRECAST a�NCREiE PANELS, PAY¢Py, SRIGC9 'tNt WOOD 130AROS BE fOUtw) QN n1E E,OSnNG WALL OR t10IXt, ANCHOS StMLL !#' LONG ENOtFONi Tn H THE LOATH STFIJCTURE f#I#tND SUCH PANELS. {a3 TWS P.EO. SHALL BEUi THE 4A7E AND OWCiNK SF1'f. AND S1GNhT,7iNE OF THE PROFESSK,NRi ANCHORAGE SHALL � AS MENTIONEL RE At} ANO tN A2). E741RNEER OF RECORD THA? PREPARED R. (B) �_R9,49NG fiA2iGP� 610CK wMi 7SiN C-90: 14. SHIf[TOT WNUFACTWtFR'S tABQ SLiA INSiAj��QN INTO POURED Pt%IRED CONCRETE DETA�i w� FOR REGULAR PANEL .CONCRETE OR CONCRETE. BLOCK POURW CONCRETE Cif STRUCTURES BLOCK � � RECZai?R: % REtNlIRE9: CONCRETE AMC (SEE SfDULE ON`- liNEE75 91}fR01IGN tOj r--{�.i CONCRETE ANCHORS (SEE SC+tf3X,LE aN.—, SF�L7S S TiIROUGN t03 � f'phk TE n� � � I � t CONCRETE ANCHORS —� (SEE SOHETNItE OH„-,_ 1 1 ! SHEETS 9 TFdN0U4Tl tD 1 t S� ORATION iO :GLASS. aw 1�, I A7 910. A7MP- S ( :FpI WNEL ". tjil-_xat'1Y,rycay 11 QIJ PA�V.WAP" SEPAPATI J y� FCR.PtlPL 1'•+ -.� xn GIAss. } ,eaa, aAR t-s'I i I 1 I ,. I 1 ;• , , 1 � (S5D �E , i_..._ ._.__,....,_... _.__.....,t R(SON�SNttGiEDU'E } .._ _._.,.. ........-I E T PAte�E4.ENOTN ( I C sE€ SCHEDULE a 1 I . MAtr. MtATWN:. SEP "L 4bA. 1 "L Moz. ) i ON SHEET 3) 8 f I TD GLASS. PMRT. LENGTH PANEL LENGTH � (SEE SCHEDULE 1 CONCRETE ANCHORS (SEE SCHEDULE ON SEE $FMFWLE ($}i SCFiEWLE (ON *,�fl' 3} I ON SHEET SHEET 3) SHEETS H itIROUGH t . ,F 1 OF 'L` GLASS. R I GIASS� t 1 ��^y�,� MAX. 1 � , t'P-IAA` ! i 1 :r I OF 1• o I ,�, A^AG MIA" wet/- i :: 1 f 3 I i � •. r/ t lTj2' _� .�_._.�,m,.�-i.-�,_, _.>..t { � •J O 72 1%2• �)I �",M1rke'ura ,/t•-ar, ss. M.s. IBGgt � ( 1 CONCRETE ANCHORS (SEE SCHEDULE Wu� - `CJ--w--i-=S1-! 1W/ONLY w/,iu1 _y sTNEETs 9 TMRtOUGH ,4) /.' WFtff6 SET &CALK-M ANCHORS LEG LOCATION s'---�'a� aU'O USED E ALTERNATE M+CH� CONCREi�„-j � POURED CONCRET€ CONCRETE ANCHORS ;�' U� REGURIED. C4Nl,'REIE BLOCK REQURBED: STAGGERED W/ SRIS-� (SEE SCHEDULE ON SHEETS 9 THRQUGH t#3 (SEE SCHEDULE ON SHEETS 9 iFlRdxut to) SCALE 3/e�t' SCALE 3Ja+,' SCALE ij8.t' IH„ it EO '�'':'" G �•:;f'9 � FLORIDA BUILDING CODE Nan High Velocity NYTFIODne Zone) E.D. -EDGE DISTANCE �® (,Low, FOR coMBINAn(PI �sEcnDNs: s' . 44167 i *? 'z-o: STATE 0 r� raTaa PIG 24 GAGE CALVANZED STEEL STORY PANEL TILE EI CO IM1:. GLOBAL PROTECTION PRDWICTS. LLC. 1zu,rN m: w„F: (SEE SCHEDULE ON SHEETS 9 & 10) TOP & BOTTOM MWNnNGS CAN BE COMBINED IN ANY WAY TO SUIT Nd,' �., - O •. F 'y�' �()RtDTO.� nuni�Na s w a ca 'DOD 4* a, a.Nk..metr,w, ,waBo.na„u P-�*t 20-17 INSTALLATION DETAILS FOR. REGULAR. PANEL (�i�V7O .WOOD t J/JJ t � �-LKDCATIOR BEAM ADEQUACY OF E"<N3TR<G WOOD BEM{ TO BE CERTIFIED 8'f i. REGISTERED ENNGINEER 4R t6- '),' }y1. ARCFIDECT PRS7#§ 7O SAUCIER / 1-0 t� iNSTAt1ATWN. / .WORD ANCHORS KTFRNATE WOW ANCfiORSr^^- / : SEE SCHEDULE ON (EEC SCHEDULE ON - :• 1 � I ! , t"`t` *IX ,w,wWn * SHEET Tt) SHEET t,) MAX. S 4 �• �--I ..T REDUiICD � � � I t t•P-m.,• EXI5ITNG i 1 !t D1ASs-`k ` YNW HICMIORS F i (SEE SCHEDULE QN j MM+. TT uea ro i '� SCHEOUIE L ,f4?•Mx,• 1 1 mw �{Rt SHEET 3) ;. 7Y�9M�E Mln. SEPARATION TO GLASS. 1. //4Y-son• "L" � `(SEE MAX. '{/*--= tUE ttlR TMWL SCHEDULE ON SHEET 3),._ i- � PANEL LENGTH i �• � wR N/a (SEE SCHEDULE ^T {$EE SCHEDULE teORl � 1 C-13 > 0 (D 0 END QMURES DETAILS EQR 1N$j&LLAj10" IN EQUREQ QNCREJE, CL o 2 MAXWW".310, RREIMMM2 MAMMUM-AKM SMING SCHMM M 0 0- ONCRETE 8L9CK Q8 Y00 SIRUMM; VALIQ FOR -ROWAL- UEE IS. ftf. MAKINU .1.) AN MING MAXIMUM AMOR SEACING IMMEES - SAEM E-L. HANQ 51M PANEL (1) MILK$ MUD ONLY MR PANCLOINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) IGHEDAL OR 01)INStALLATIONS.-II, 0 4- U) -t— (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5) U) saw Max k". wx"jw "NORS SPAcalc foR MIR EM PER SCHEDLILE BELOW APPLICABLE wxwu Wt.A.S411. MMMLIM "'HORS SPAM FOR " ED. PER SCHEDLU To mAxiolum MAX. A -SO, 10 OR MOM DESM To Soana"S PANEL BECTEINS PANEL wx &M WIMMUM ANCHOR$ SPACM FOR MN LO. PER SCH100" 8- MMIAM ANMRS SPACING MR MR EZ. PER $CHED" Bala# 0 0 VIA)ml, M PRESSURE CAL" A f, UWH PRCSWK N allmil Dew" DESIGN L_ Qw 2w r ­014� 303 ".14JA FIEI to I P144; IV RITING I fm",Io I PLUS Ly IV PREMuw 0 —34 RATING 16 00NM T~ ome aFH PANSURE SOUD-SEr MVAC-AAM cAU(__M LEN" aw 10 ISOM RATING &M 706 a& To .1. FERALE 11) PLUS dricael OP THDA vft 21/2' at _jL_ &.L _- Qt) (o.sjJ - Aw malooliellooli (-) I To It &M 4ftoo I.) coilm"of =1_6 IV I ir IF- —tr 17 or I or 12r Ir Ir or ir To 1jr I (top) adow, " I I (Pec) =Am ol, THEM 0 LL It ZW V000 TIAME PWJM t/410 I / ' 13, w ir To, 1/, 4 Ilr 7 TIr I 11r or :4 1/2- 1 (VPI f Noo. is, 13, 13* or 7-F-Tr- ir clam ir r r I r 6 =Ir ir 0 -+- . ', �',! ��M j 2 T.12- Ir Ir ir Ir ly Ir Ir Ir is, 7r- ir or 13* is, Ir 13, Ir I r ir LI-IL2. ORI T-1 F10"70m, Ir or or I r Ir Ir 1r__TF_ 13- 10* 1 ll� r %%OF E&D Not so(EL Ir ir 13, -1k --ik- _w_ I or 13. v ir_70- to- 71 1 e 1 13 :r 11 11r.2 (BOTTOW 7 17F 7 TIr 2t 2 (10P) 13' 11- Ir IF IF 1p— is- or ir w— r ir To —1/r I r -6 1 —/r 7-17F 5 I/r 13, El 0 13' it, or Ir or ir t., ir 10, ZW-) _r 73 _. -7 -r-- Ir T-s/r -7�3�;- 77;T�r 0 11/2-1 i/:r 13, 6 I/r _Tv -1 "a, Ir IS- ir Ir Ir ir ly or le Ir it t/2 vw) - e-e r_r it, I:r 7-F _77- w to Ove) 101 7' ljr In- e C�L er i Wr i We i —wMw all 13- ir e-w Ir 7' 13, 1� 1-M, _j_r l"" KIM" LED wag" —tti/r 1; 1/4' 6 114' 3 (801TOM) OR 6 Ile t2 114 r." 12" ILA OR I a Ile 3 cn .0 LESS __w a vir w a, w Is 1A, B* 7 Ile 8, 4, a, Er 4 (w) Ins nL) Or 41 w e 0* 4" for 4. 4 W) LESS _4� 41 LESS C - fit w< - 7- - $. - cu CL V.. ruw a, 4 (0011") 7F_ -i-37- or ir ir or I I 1?i� i —0op) 64 05 < it' ir Ir Ir sr ir 13, or T3`7- —it- a (I-) i 7 I/r or or -------- Ir Is or I ix ir ir I ie 1E 3103 —73— —IF— —Ir ir vr I To t/v ; (WTWM) 2* k 1113-, is I;r sods -Ts A= Ir Tr ir Ir Ir lo- a (sortow) tr 7' is, =w, #WK A" Ir ir or ii�- -or � =:r -7r- -T-V- =r ly or t ir or le I or Ir ?F1?F 4 (w) — -i?:- -- 5 010111010 T' a T/, So jj* I , - 6 Ve T15F - W) +45­45 or 13" rcw-)- Ir a W , i �., / 1, tr ir ur I r To- e ir ir +4:% -43 i ve a 1AI 6 Ile 6 1jr 6 1/4' It 1/0 v >+fA -an 0 1/4' a 1/4* 6 1/4' 6 Ile 0 Ile 4 -os 6 —1 a 1747 7 �le is tocar.-) S 1"2 To 14' Ile a 1/4- 111 t/4- $14 124� 1_01//2� 6 /4' e or I:r +w -05 ir =1/2 r 3,17 T/2- ir s TIr I crop) 1/1" 0 lor 4.. 4w or a. -T34- td�_, is, to* To or 0 Ir 310S-"74 TIE An"-111 AULOY u3s 1.v e 6 IX 7 I/r 5 1 13. 7-17F 3- or Ir 14, 13" to, III jr or 62/ 7(sum) +75,-7s 7 I/r ir I Ir IT* 1 8, 1 1*-41" _13: C.A. Ak- ANTILE — or to IIA2� I TIM vr Ir I ir I r I 13r 6 14M _!n !It- iii, I William) ir s, 7 IA SI/I jr 4 IIZ' 2 OW) 1-v Ir IS' Sr' in- 7 I)r Ir 1/2" i3r 4, ir ­17-ro —I/.- a vr 6 11F Ir 5 UP ir I'D 13, or Ir war i;r Io- a 1/2* 2 gbp) 11r ril-r lzr 6 TIr 7 I/r a 11r 13, Ile 2 crm _21 No /2' ,3"4, It I_ .7, To 13* IS - I, IS. ILI "A'a") L Ile BENT Lo-, _/2 7 v, JIt- !-,/-Y _iL_ -ir- _i2l_ _2:_ LYE 2 WIM* 73;;- -73- 1 _017F __1 3-;,- IT. IY Tj- 13, 9 1/2* or a I/r to 11r 7 I/r Ir r, 1/2* 2 mrm) T3' 7 ll;r 13' ir s 11r 3 cm) !_1/2' 9A�E A (PLAN) CASE B (PLAN) ME _Q (ELAN) ME a (e a 1/2 to 1/2 7 t/2 Ir 5 We a Cw) or 1w -737- --w-1-11- 7 lIr ir SO 2` il 'Ir $ME- Ile -I* a Ile 6 1 12 j1r 12 1/2' a $2L TIr 11 1 111r Ir 131 10 Ilr ly r 3 (10P) Len- w _F_11r To-l'iF i-11-F —Ir -®r SCALE 1/4-.1- SCALE 1/4�-1 $2 TIr 5 I/v a w1r a T/4, 1" 1/2* to �A* - V&0 To 10 13' 51 —1/4' �(tOTFOM) 12 1/9'�2 IL/Al —1/4- a 1/4- 12 1/2" 6 Ile I a /4� 6 1/4' 3 7A To 7 1 3 V 4* r e 4 1/2- 3 11r 6 T1r 3- L,/r 2 X It e I r Ir r Y, a 1 4 (W) 71/2- 7 11F - 4 mrm) 51/2 ter 9 I/r to 1/2- 7 Ica ir —IF 11. r S. e 7 a- t =vr =(_1 7' ir 5 TIE* lir 1/r t3l 5 (Top) SCIA-SIT OR CAIX-44 13, 01/2' 13, 1*1 to" 113* OR vow PANIELANTE 13' W . fx 1 13* ut, AT I/ To 91/2, Ir I 11r 004" �__ Arl 2. ME ;_01w , 4f IlYr !22:111 —W -i3!-- 10 or ,.a 13* S' /_r FF PoWw"o co on zw wool IT REMXWW 0 Ile Lai L___j �_ - I - I - j 6 BiOTT.") I F4 rRive I MW Al A VMMUM PANEL OR4 &A= Main A, 80 SRIV 11 FW ANCHORS TfK & VV-44 FOR AWAIOM WO WOO WAIS VAMM A,34. DESIGN LOAD ANUUMUM PANEL -01 LENGTH ASA DESIGN I" VARRES I Nna SHISET' IT MR AMMM ME III WINAWT M IRSTAUATIONS WM *We Imiliff 00900401L UINGTH i MANIUM ARWR WOM Not, WMAN ME 110ANCE ME MTV K= E1 V UP, w =,a xs::w So= MMM ANUM SPAINKS " MONVo, EXE, 0WAIDE AM ORKAnD ON IRS SCHOLAL fall ED I LESS THIN AXICAM OW ICIACTLE RMWE MOM SPAM 40 PSF OR LESS 61-91 LESS TWO #own ON scituns ROW MOOR SPIc", of "Tftwooa SARies SHcom w 40 W 09 LESS -8. 1-vtocit SOHO" So THE A If" oomm. V. Seligat" By IRE ToUbetell FACIISIN; Me join LIPMUN ill BE POSMI, RIVIXID SPACM 61 _r I- m) TRW WO" SPAM M z" MoNOR 'YOE, offloesta tisol, urmot WWI III w LESS I'M umww WACM AVWM "R EACH AlWAOR JIVE am Its EcRaRm Tom ON lots soomm > 40 PSF TO 50 PSF W-2* > 40 PSI` TO so PSF 6'-2' t/we 1/4*. ANCHOR M > 50 PSF TO W PSF V-10, AMMM Tft 1/4�� -aejr 1/4 _Y4. Ile. > 50 PSF TO 80 PSF S`-Ir A CASE 9 (P SWON, SILDIMIT! VAWI*" no" vftw gout-M —,ww w"', I Zm­ SCALE 1/4'-1' M&V" ANOWLIT SPAM GO 3 A MAX PANEL LENGTHS ARE VAUD FOR INSTALLATIONS A 16ky. PANEL LENGTHS ARE C Y VAUD FOR INSTALLATION$ WWA #CKR WA04 Gr,) 4 1 3 1 Tjr 21/2 VAUD MR ORWt MOUW INSTALLATION ONLY At W/ SOLID SET ANCHORS At SPACER AT 12 1/2- MO. moso im"M W/ SOLID SET SPAM AT 12 1/2" O.t CMIM PANKIL INSIALLAnOol At WALL$ W/ 0WANK No, 44167 SURFACE UTVM VARATIONS WITHIN 3/4' ACRIAL aw 1101AHM TA) FLORIDA BUILDINOL CODE (won High WOO* No no Zone) FLORIDA BUILDING CODE L14an High Velacofty Hu clano Zone) Ar FLORIDA BUILDING CODE, (Ron High Valocoffy Hu orts Z 0) als 104.o (ELAN) ME f PLAL4), OF t2ow; w= MR, 0_%+_ - + *Aq .44167 em lum M 24 GAGE GALVANIZED STEEL STORM PANEL o-44167 epw lu" W_ 24 GAGE GALVANIZED STEEL STOMA PANEL 24 GAGE GALVANIZED SML STORM PAWL Dow W, &?s I - r -- z AV" ft Ar IN, SCALE 1/4--l' $CALE 1/4'-1* PRODUCTS, I.I.C. XOWL PROTECtION PRODUCM LI.C. GLOBAL PROTECTION PRODUCTS. I.M. IILIECO,.::� MOM PROTECTION - -a- _USEIX STATE 11LIEC SPACINOSS ONLY VALID WHEN S'PACER USED. SM #1 MR Mw� XS& "Mrm"j". SPACM COR a . u!;, DESIGN LoADs & wx Pma. LENGTHS N& —.. .. R%—.- � Rin �, Pon ft. o4e writ— --- --- rr2ola� V. INHEN SPACER eft INA (N4)90-b)*7 DESIGN LOADS & MAX Ma WIN'SHEI, Is USED. 20­j7S =V13w ot"Now-MIl. w voitlust-siono FIRM- 20-175 M_ i a SPAJVOATWCAM %,-� 1 40 `7`w Lou 'low NA2� 3=4 20-175 1 R� Slow 1. brut t w (SM SEC106 & ALIMNAMM ON SHEETS 11 14, 15 *1 INMIUAIMAMLS F_Q8 UEE SAEEU PANEL 3, wx R-IA113, R-2A/13Ig R-U/14. ft-10/13, R-20114� R-38/14I INIQ POURER _Q91jCRET ESJQN PRESSM RATING kPola-W AND ORMSEQN00 MAXIMUM ANCHM-1EAM *R-IAW/16. R-2AW/15I *-UW/18. r R-lowls. t2sw/ts. tww/w 1 98 CONCHER LOCK STRUCTURE5 1/4'0 TARIM POURED Ile* TAPOON NORM Oil ANCHM r f OR A= C r CWTPOLMI WD ONLY FOR PANELOINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) 0 0 0 0 CONCRETE BL= VDNCRM OLM "all CONCRETE BLOCK EDULE EDIR REGULAR MRM PAN 1 1NUALLAT19a JRQ WQ -STRUOMM -9=PW0RRM KOUIRM REWRM. "MulAw. I t r 2 1-4) 1­T I � I _j "AAN" I/z* IY4' 0 MAIL ALS. VAXNW ANCHORS $PACM COL - AS SHOWN ON SHEETS 8 111 7 AM44ME MAMOM k", A.S.0 MOMM 00"M SPACING MR E.0 - AS SHOWN ON SHEETS Al 7 DES04D P94M LENGTH Pft,%UW Lawli, PRESSLOME - ----- Mir I TAPCON P%XEUMTE WOOL, BLB 11 Romw 04 SCREW wom OWING 44 TOCON LAG Set" 'MaI RATING PANELVAIE pw co, OF THU JOAX It It (lj� pon UNOT 13" 13, 13, IBM ir ir 13, Ir Ir Too (tam PANEL LINOTH 13' 13- IV ?kw) 13, —13- —Ir a, IV (90mv) _c i 2L - - ---- Ir 6 I1r 2W M lj�r a I a 1/2' NKW)l BMW EL 1,:� I t EX S� 4. ov-a' IV/44 IF Lot SwM sm PANEL AT OR i �t - -- - ------- I OR -544 pAt, Aft pool w0o� LESS 7- 71/2- LESS (W/O OW&AP IND I* 1 6 or To c Ir or Ir LAW 21--e VVIL PANEL LENOIR Rom Ino >+46, -44 ir A L� wx v wx +411, or Ir or 13, AT ALL JARNITINGS 111L_ --- -- OR -45 Ilk- PANEL 104M A H PANEL LEN= Ms. BOLTS W& 13, TV cmp) To, (SK ELE011 N 0 (SM ELILVAWN =4� (SEE ELZMMOR 1W 13- 81/4 AT EA, OVERLAP ON SHE 11 it ON SHEET 12) =� ±.,Ir= 'a 12) 0 ON SHEET 12) BON - 2) R 13, Ir ­1 A-' it 1/2- 61/2- 6 lIr 6 1jr 4 llr 2W MP) 6 I/r 6 1/2' IIV S Ilr 6 llr 2W t-) It a 12 —1/2' —am.) �Ie-or - 0 1/4' 12 1 a 1/4� 2W WMI) 41 7 Tyr 7 11r w (ful 14!-,V L/2 C/2 < 6 1/2' 3w awroo r I —1/2r --! —1/2 --T-Tf 4W (BOMM) _,000 w­=1 J < is uslr #I FOR ukx Asp DESIGN La" & wx PA4EL Lum SEE His INHEN s SEE TABLE #1 FOR WX tS.G. DESIGN LQAOS MAX PANEL "M "u, or ir 1'r iw _rNp) ul o* 1 101/2 So !-r I I L __ i F-6.4, L 7 -4 _T_ I - __1 01 usm, CORRESPONDING ONLY TO ALTERN)AXE 2W ON SHEET 6 LENGTHS VIHEW SPACER USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SVW 6 hi I TABLE Al A 3 VAX, LOW ::ECAr SP - EM UP TO I - 70 m - IT-1, or _j �_WM REA AT L LM, awfT PAWL t alvu.; D $414. R-14/13, R�201,/M R-WI4. R-18/13. *-20/13j ii, :) 0 KAXIMUM PANEL 1,01-R-IAW/15. R-2AW/115, R-3AW/16. R­18W/M A-29W/I 5, R-38W/iS. T#PMN _V^ TAPW9 TAKON /4'0 TAMER A.S.D. OEM LOAD (SEE SECTIONS & AMMITNES ON SHEETS 13, tt 15 ANCHLIR 0 V O.C. IS e oz� 0 a, O�t L-Mg CONORM OR go _TKSr0,=nP= CONCRETE OR 1/4, W. op coomm OR L-MEBM 19MORE DR Lgw= $MOUM. ICA REOUAILD, 40 PSF OR LESS 61-81 WEE SAFEIY MRM PANEL ELV—ATIQN (t) 2a L LLJ > 40 PSF TO 50 PSIF 6 . �2- REWIAR Eur SO" 1/4�­I- REG" a 2 Rig R-H A 12 L31FRMF EAKEL ,Ha) STORN PANEL (MIN, "40 -1 owu wuri) SwRw PANEL > 50 PSF TO 60 PSF W-10" It 1/4' i% -- ----- -j A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS w/ PANEL MATE fEMALE fl) OR PANEL MATE PLUS 00" !�.F/ O.C, AINCHORS W/ 1/2 tZ am E INVENT 15 & 16 MR ANCHORS team Tog TYPE & SA401101; FOR 91%woAlloms KM loplow FLORIDA BUILDIN0,00DE 2!= Mjh Valvefffty Nu 'come Zone) WMIX 00101011 WAID0 W 3 FLM BUILDING CODE (Non HIgh Vatocity Murricame Zone) FLORIDA BUILDING CODE ("On fth V-116ONY Rwu Time zoomit)f .1 PANEL RIA AND "low - I f NO- 44167 42M 1XISM, ea MCE Illstmice Am INOVAIM) ON IMIS ic.-ou ow') 3 Ir "M ITOM W_ calati lit"M W_ 44161 24 UK GALVANIZED SM STORM PANEL 24 GAGE GALVANIZED STEEL STORM PANEL SCREWLE. falk LIL I= If" MUM 24 GAGE GALVANIZED STEEL STORM PANEL --------- am* W� IMAM of. 0" SCHEDULE mrNicopas ftoft Sko* W 3 - sk p _­,r I By, 0/n/wo wx we Nl-.`�OFI of 11LIECO-oo, GLOBAL GLOBAL PROTECTION PRODUCT% ut all, Jj[jjZ';,' GL004L PROTECTION PROOUCM LLC.j fROTEC1100 PRODUM LI.C. loom /TIL ECO,..,\ M TM wmam or postwas, �P*­ me. -A WI5,10 4w low. 51 SUDO A 34ft' ""1 13287 WACOM WKW&tv DER40 2 Dal X411 amoV= U314 20-175 Rom- 06�)w-7z46, FAk #164ININ-8710 20-175 sCftE tow pow)ON-stor 20-175 MOTOR SKILL NOT BE I= IT" PROM FAX, SIM)SM-6117 .. ..... . c� PRANIM ft! EA. MAMM-W Militia ft MMIUM SP04010 WDICAM M EACH N., t�'! fiM 6W=` 'Nn P'L "-WWII AMCoM TYPE ON Ift SCHEDIALL a amw 11 or to BMW 12 OF 14 13 ill It INSIALLAT12N DEMS-EP&WEE SAEM PANEIN61) INSTALW19H DUAILS FOR LIFE SAFETY_hWEL(1)_ INSIALLARON.-RETA10 EQR UEE SAEM ANLL(D INIQ WQQD �JRIJCJURES PQURLD 99NQEEIE QR CQN-CREJE PLOCK SIBUUM fflA_WQ9D_ STRUCTURES TT—, A-T 7 T, 1/4-0 To' N Pou"M 1/4 AP "po M film rE Oft, WK-M x L -wj-- - CONORVIE sun Ooflaftn BLOCK Mum. _g0 TAPCINI aL. TO IN o.r_ 4= ox. A -02 E140 1/4- 1/4- IDS �1,6 oo� It 2- TO CLASS. [-(a) # f - i I ex .0 11 L I I t > V1616 CLASS a %.Wp _A_ OASS EXIST V elm v 6x Nw to I� IT- EXTETW4 I PANEL LENSTH PAWL LEWM ;r v IL (Sa, PANEL UMH e PANEL LENOIR MAX. 9 "v CL IT v MAX PANEL LEWN CA SHT 12) 1 0 PANEL LEN" PANEL ismalm 41-- 1 V=' r23 11 1 , o- (SEE ar.7" f 00 SHM 12) 4 04 SHEET, I.-j uk, a t- wo. f 4 TO QIAS& mi. -0 1 4 1, mk� L)2 I _W a 1 TO 6L.Ag-_ a. 3 4 ell 1,2 cakcaw OR I R OONCRM BLOM REQUIRED. RUMAM WOO 0 _7 �-4J4 Sw wow - PLATE N 27X4',W0Qo_ N now 4'0 IAP= g. PIATE t _114'0 jiod�� "4111'r ! n I Ile# ",44 = .- e 04. _Y,4�0 !An STAccutm W/ Mo STACGERM W/ $10 it 0 mum I FANMJAATE "40 PANEINKTIE PLUS t To ANCHOR 0 12 1/2- OX. To 0 12 t/2" 0,0� wow r.4- WOOD 0 SME k a W", N i Tfm a N-ACM MR LI fpw ouu*m lato W*KM Agewit VAMM Amo, lonnow i6ac amAlow 2 A AM 'er"To MFOUA04 FACTORS. MR INS OMTOM 10 BE POSSIBLE 11994 PAMR ILMI NOT W =4 == WWA70 FOR EMN Motion HINE N111 T'n Iw TOM SCNMAX� WAL "95 SoAlz 3/a�T' w In- .0"19 ANCHOR "M --i V~ imam A110"I"I"N't FLORIDA OUMNO CODE, 11jam, High volodd* Hu cam zotooll I'LORIOAL WILDING CODE jMon High velocity caro Zone) 0.44167 FLORIDA BUILDING CODE (Non High Velocity No anto zoore)l 3 42= "MM Ion, Fx TrE 1 * . Ar c�m lum M 24 GAGE "VANIZED SM STORM PANEL 441 61L 1 24 GAGE G&VANIZED STEM STORM PANEL 14 GAGE C41VANQM S= STOW PANEL fr^ < ill WON MI "M ve, S -. L WSTALLA710M ARE ONLY VAUD FOR ALS.D. DESIGN 1. INSTALLATION ARE ONLY VALID FOR MAX. XS�D� Of lkl'. STATE PRESSURE RATINGS AND PANEL LENGTHS AS DESIGN PRESSURE RATINGS (p.sJ) AND PANEL 0 F I PRODUCTS, LLC. ION PRODUCTS, U.C. GLOBAL wrcm PRODUCT% LLC. LIM. PER ELEVATION 09 11pPiT' IL STATt GLOBAL PROTECTION aft / !ILIECO.:-. \IGLOBAL PROTECT Tom- fT, —L MEC 40-1 a. / T, MI E c 0 LENGTHS AS PER ELEVATION ON SHEET 12. AM 1, 1 Slow .. Im 48M S.W. So 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD 'ON M, 14 20-175 W 2� FOR NEW WOOD FRAJAE CONMUC z '. TER 20-175 MEMBERS TO BE SOUTHERN PINE Wo X W/ SPECIFIC 2G-175 MEMBER TO BE SOUTHERN PINE -Noiliallit", , / "040 044)""NY !M.1 to "A"In 0041111Y, OF OJ% OR EQUAL DENSITY OF 0.55 OR EQUAL. < TAX" 31 tk-VWI I I stilAwonow/torm: o�-amio 39q Iffil. ROO I 14 4 if = &I iw C.44 IT :&Big a_ SHEET NO. IS H 1 .4 - "a" moloilt 0 !t=_ r- .►�11NIAN11111 aIt .:�I *W-01#01WIW4908 A .. 116wy&i PVT PNiELLf•A'G7H I O 4/- 40,E p L * LAST PANEL® TO 13E INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED Wf REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO a£ IM1FST 1M,. INSIDE OF STRUCTURE. NOTES (1)•��2000E-z HAND STORM PNSYSTEMCE e + CrnC TRACKS TOP Pp 800. .. (2)• ENO PANELS SHALL ALWAYS BE CONNECTED T6 BOTTOM TRACK OTHERWISE A STOP BAR (93 SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4"e-20w3/4" M.S. W/ 7/B•ex3/32" WING HUT QR'1/4"ez3/4" Min. THUMBS CREW' INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM t INSTALLATIONS ONLY VAtJO TOR WINO SPEED UP TO 170 m4D.h. ENGINEERING emrE,NGINEERING Pw2of2 All American Shutters and Glass - 24ge Galvanized Steel Sturm Panels• ENGINEERING EXPRESS® PR13DUCT EVALUATION REPORT 1\111.33% increase In allowable stress has been used in the design of this product. separallan from glazing is not required for installations outside of wincizone 4 and essential facilities. September15 2020 Impact Resistance. esistante: Application Number. 17�9.1- R2 EX Project Number: 203f543 � umbe t !n us 9stedtsetr s and Ira sport( }. Resistance, has tueen demonstrated � evidenced previously Is Large Impact pr b accoumoG for in the engineering design of this product. Product Manufacturer. AD American Shutters mid Glass Manufacturer Address: IUD Donna Road Wind Load Resistance VJeat Palm Beach, FL 3=9 This product has been designed to resist wind loads as indicated in they span Schedules) on the respective Product Evaihiaticn Document #.a. engineedn g drawing). ProductName & Description: 249a Galvanized Steel Stone Panels Large Missile impact Resistant Installation This product shall be installed in strict compliance with its respective Product evaluation Docent Ong)'along g with as components noted therein. engineering O Scope Of EtraluaUOnr strati be of the material specified in that products respective Product Evalltaffon none. Thus Product EvaWa(ibn Report to be requirements of the Finrkla being issued in accordance with the engineering Document (Le.nglneerlllg drawing),. Department of Business and Professional Regulation (Florida Building Cormnission) Rule Chapter S1G203W .5, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been p Limitations N21 Conditions of Use: tested andfor evaluated as summarized herein to show compliance with the Florida Building Coda - Seventh Edition (2020) and Is, for the purpose intended, at least equivalard to that required by the. Code. Use of this product shell be In sirli accordance with the respective Product Evaluation Document 0.e. Re-evaluation of aft product sisall'be required following pertinent Flxlda BWkHng Code modifications or engineering drawing) as noted herein. revisions. AM bads and shall be of a material ItUppOrdrLg host structures abetl be designed m mist a8 superimposed listad In Oft products respective anchor schedule, Host structure conditions which are not accounted for St1ilS 8fit/atftltj Data:intproducft respective anchor schedule shall be designed for oft a sIr"pecific basis by a re tstered professionalengineer, • PRODUCT DOCUMENTS AS conpeneMs which are permanently shag beprotected against Corrosion. couaui.ma.tion , an EX drawing 31 dtled P2 Galvanized Steel Storm Panels HL'fiZ dI Non,HVH ` sheets 1^5 dra l020- 543 a ( n. other such atalltimes. damage... prepared by Engineering Express. signed 8 sealed by FranlBennardo, P.E. is an iMegre(peit of this n d �r use within and a the h Velocity Hurricane Zone VH _ This product has !ae designed outside High nY (1t Zj Evaluation Report TEST REPORTS Pespectftilly, Uniform static structural performance has been tasted in accordance with TAB 202 test standards per test - reptrt(sy T6TASG-17-O0f MISlackwaterTesting,Inc. Large misadle impact resistance and Cyclic loading perrormance has been tested in accordance with TAS 201 and TAS 203 teat standards per mat neport(e) #BT ASG-17-D01 by Slaclweter Testing, inc: + STRUCTURAL ENGINEERING CALCULATIONS Structural engineering ceiculfSons have been prepared which evaluate the product tamed on _ I., Tr comparative and/or rational arlslys3s to qualify the following design criteria: 1. Maximum AllKwable Spans , 2. Minimum Allowable Spans Bernardo,PNGYNEERINII 3. Minimum Glass Separation EM EtfPPRESO 4. Anchor Spacing #PE00465491 Cart Autb. 9895 160 SW 1210 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 1V" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 (954) 354-0660 1 (866) 396-9999 TEAM@ENGINEeRiso ExPKESS.COM TEAMOENGINEERINGEXPRESS•C.OM ENGTNEERtNGEXPRRESS,C.OM - ENGINEERINGEXPRESS.COM. - tA.L x-iAHiTI •ia,.o occtror,\' „• ...c- v 1k�t Y. ,x , k K A TYa �I,Y v;,pq 9'FE T.R2' t ' ,� •�ACUW. 9.kx sl9 \-TYPE f,/t / /, .;. Ind+. �^k r Ml C: t E J rn.y':. S Xllir 'K �D a r p N 1,J 0 f rH IM a Y o'r 1_ ti: •L tie.. PI - 1 d .0 • -� rd ` N -IK{; LN M'-a TY 31 L NIL s,l �� aw u� M f1 Y } .Fm R Cr. h R IC:iIF`r M.•.'f Trc r]rl m. LL a II- 1 I ,y ,4 s N- Ili ) _L'SS OR M� pp 9 iii arts c_ clue 'vt` '(' •.. r I:' M.t fi 6C - E - �? Lt•1:_4 PEP;s:-I-x,.F .ij FA 7 .-1 H ,1I5' tit M=% aI N H-c 4f �: .... ,•. DIN" �H ! ,r. .. '. DUN. ]1�EATRf15iOP18 ,. ,.1,.. 1f_... "!_•. '.,:.. Jn r9 Cd\kTY t F:: 'm 'A i r{ I.lxl rlNli TL:, � Ulf .1' WX _, \ATe t.,F Mv. ,) }Y%1 CDLiNG RdOR HOUNr SCCI]ON V. { QK 'A.' WUF3Ftid I-:VLL L ,ry CRY 3 K. +^ IWN..� fAa'itl tti^•Y7 (r1 RIII II DIII MS ntilfi-4:11nN ICI ,^..fe 'IY':Y{ ,y _tiLl')� � e F M C lsaa.0 c TIxL•t,:;. I .Irr v. rr sla":cicoNVT.rrvc : ,_ _ ® �. . Y _ L.IUVl LL }•-1{4.,. _I CV' : z1t f 14I :f- ]P M N:A:L 4YALL OUI --i..d - ti} tTSx Of Pn,Y.. - (n1 SiWh 'INA?,� Ys,l, ..,IJ& li-1FF-:r:rT. .•I a c �t tJ 1 H, ..Y.-.JJI I,V✓al. 4 17r 6 a C' .. .'i'Bt .•1 T�F'P'IFYZTZ; W. R _ N _.._n'. '.:x.:;-A =1.In -•.Y:. r-..r ""Ff �: cal\NfMfnN !TNT i4 JIP,:i- � IYV IMTVAHY �QQyy n- .nth 7!D � zsv{d-�i ,r ,rnLkiLce W g L IR i KIIR P t j,.Y < 'TEE 3 ThiCL`R 'Q" I !'_ hJ I •3 11A N i�-i A�IJ J '11 � 1 {n,# �I rr nA'sBc. +- 1 :P .+n 1•Km1A`[exu9L- r k i l as-1. L•a 4+a I,� fA• F31 'L L'E R all n cA Y f7; if C DL i IH V.ha1K! � L 1 I'I A J 1 VI;I � R 'l y ,c:;:-Grp,_:• e- W G 4t FR •d-E[11E r ! Y:i3'." lit-E-,if{'•' .Iki:',E ` ; u , 2:3:L-L 'TLI• I.N -X ggg 5. ....::_' lip"1RJ•..ItF Ill NY.Tt.�tA10N RX4. ^ - T WAPAMPRNEC R I_ LNJ. 1,0'vMELl1AF i'i Y_ T `Y,Tf14: IR;' fa: A nKrcN. 20-31543 ^.. .1 � vn.., PAeem4cuPrEonP 3 I IM: Ju1 OPTroNALTOP/&,TTOMOlO5URE.DETAIL 1 I'Ni L 'A -,Lt JAtG SUEDdl EFP r i \ KK utx .IPr rv. P usEnE:r✓aAeF- - m :>-. �. LI S \NI�^1w2 /y1 f1 II:1NN(i I(Nfk Mitt,Ni s{ •,T; •P•I urx.xlfi{nx.l NtinID etc low. IRM PQURED CONCRETE:01' METE A CK AN12 WOOQ STRUMBES 4'e TAPCON CONCRET7: BLOCK ANCHOR D 12` Or- 1/4-0 TAPCON 1"` 14x1' HEX WAD:'TEX WOOD x i 1` 14z1' HEX HEAD TEX 04CIHOi O 12` O.C. I EDGE 4' FROM REpAt ED , iXxIE Dp 1 e FROM c l /{ � :lMtn 1P PI/2-'-, sD.TswA1�W2. D T` Mk4. . i ' R"5FPARAn1)N I ..� � a i % TTO CUSS. ; .�._ ta'e.-..POP I EiA1NT10M-- O OLA'S. AL.UAatalM P�+ I a € f RIVET M I j Pt#T $'-D' R I tr ILa" WAX, 0.1xX73 w t --•--D PMIEL IENCrH * t5 MrQ 9 I f. PANEL LENGTH II-gEPARA k � If'-SEPARA I 4"Y-2De2' 3fHE TD Mm. !� �.- 90fI ; d tO-CUSS. OF,'L" $ 3 #�*g CRIEW of V it i i I "" i i i!� • 0 12' OAPCON ANCHOR 3•x4' WOOD ANCNOR i8 72" D.C.. -.. POURED- r RLATE RED CONCRETE BLOCK REQUIRED, WS Ci)Ol! EZiIO Aft&..,�7.1.� SCALE 3/11=1" SCALE 3/8-1" �{aLh111NnN �� •'• �'� •_ FLORIDA BUILDING CODE Non kN h Velocity Hurricane Zone ' MIN, PANiI. LENGTH 0, 4 . 4muA TanNxr,: mr, 24 GAGE 04VAKM STEEL STORM PANEL r'• 1. INSTALLATION ARE ONLY VA.UD FOR MAX. A,S,D. DES" SHALL BE 2'-6" : * , •,tr ; ")r's avem er: PRESSURE RATING +/- 40.0 P,a.f. AND 6'-0" MAX s STATE g �Pr m/n/mm PANEL LENGTH. I L E C O IEtt, t�f31�Li. PROTEMON PRMCT% LLC" we 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD s, o .. "40RiQ : altuo rr iT. 61 >R1KLt MEMOM TO BE SOUTHERN PINE No 2r. W/ SPECIFIC!y.S%G*Aw M""""`f°"""wvleelA e'dent tma?�-se, 3xxT140">a-a97 20-175 DENSITY OF 0.55 OR EQUAL. - ry O �` r Nee o,Fw:. •nl avow Na Mint wLhYA R TRln J P€ alEOlw•Rr alit to or Is i (i ALL AMERICAN SHUTTERS AND GLASS 124 a GALVANIZED STEEL STORM PANELS HVHZ,& NON-HVHZ WIDTH UNLIMITED 4 PERR, to :PANEL SPAN - RP 7 TOP MOUNT CONN MO TY. P TYPE iiSREQD } 16 SECT NS SOLLONAI H iO:STITCH BOLTS WSTH WASH'''. Wl'NGNUiE FAST'ENEO Ip �m •-• OVERLAPS DSPAN (USE APVROPRTRTESPtN TABLED U PLAN VIEW MAXIMUM ALLOWABLE I- DESIGN PRESSURES, AS NOTED IN DE51G'N DESIGN NOTES s"_,L,s POSITIVE AND NEGATIVE DESIGN PRESSURES: CALCULATED 5 i SSYST 5 e - I E PER FORD E ENG rH . EN HALL E DE WITH N D v+ NG TN'ACC RDWITH T SEPARATE ENGINEL3II Q FE DGOVET RMI E URE If. ME - ' E NCr C4 E PR 55 RREEOOUU DETERMINED a IL hA+I'rH CE 7A8E LE APT ER, AS p ER 169E U THE FLORIDALDPO BUILDIr1y`C006 SHALGBE LE5S THi1N OREQUAL TC THE P{76ITIVE OR NEGATIVE DESIGN U CAPACITY VALUES LISTED ERETN OR ANY ASSEMBLY RSE& LY AS T. L H f A SE Y SHOWN. AS MBL AS GENERAL NOTES,: HAS REEK USED IN THE- MAXIMUM TESTED 4,WYIY Ifrla- --.. 'PEEL. GfiOG VA bCORTtNG.'YFITH ttiNI VMP m41K I. E S PL A N ffi § AS REQ�Dl jBSTRUCTION) Y0' A[L ALUMINUM 6E7(T#0.VSLONS:SHALL SE $OS3T5 ALUMINUM:ALLOY, UNLESS NO D - ERVIISE TE OTH 11. T{W 68 OM1I DETAILS SHO1lN MAY BEnJTERCHANG6O AS FIEID QfT BOTTOM CONDITTONB DLOTATE PANELS NRY BE NOUNTE)YERTLCALLY OR J wJ OUNT 12O.R lDNC�REL'Yf7r NiC'OR6NtlTED;N ER61N SHRLL6E EM BEDDED TO 'm jCDNN TY.P NQN-CRAC10Eq CQNnftETE 4NLY:INSTALL ALLCDNGRETE RNGHDRS;pER ¢ AS READ) '� 33: THE CONTRACTORIS RESPONeIBLE TO INSaLATE OR PROTESTALL C? NENtR:RS FRDH DI55INILAR.HATf3hTAl5 TO PREVENT ELECrROLYSrE f®� 34. EI'IGINEE0.SFAlATFI7tED HERETOVAISDATEG STR U-DE9LGN AS -c• -- 085T'R ION MA 4Kr k9L �OWN4 LY USE Df TH SPECIFI ATIOk BV ('ONTAA R et:sl O LOCAT1f#V-MAY VARY':'. 6H N I6 S CTD IHD Pn 5 PS. ARM STHIS EN NEER R L C T 6 ,A EM F1E5 AY H LES CIi FOR AL p5 DPr C"FS A I GLEG LFEEe OAPPELLATE FE R V NG FROM 6f T I APWDIN A C'S E•6 LTI A EI AL FARRIQATiOhI,SYSTEN ERECT'ION^:&CONSTRUCTION PRACTICE'S BEYONDTHAT ¢ aa. TOP MOUNT LLLI WHICH L5 CALLED FORBY LOCAL; STATE,-fl FEDERAL COO ESb FROM 4CONN TYPE DEVa17wns OF THIS PLAN. AS REQ'Dl f5. IXC@TAS EXPRESSLY PROVIDED HB1E1N, NO ADDITIONAL CERTIFICATIONS -OR AFFIRMATIONS ARE INTENDED: '- 16. ALT11Q1NS:,ADDITIDNS,OROTHER MAAKIN65TO THIS:OOCUMENT. ARE NOT pE&MITTED AH D'DNUAI:IDATE THI5 CElYrIF1CAriON LIneX 1fi PANELb SMALL BE PERMAN EI4TLY LgBELEDVPST AI IPONIMUM'OF tI) LABEL 13CDTTOM F10UNT (DCNN' (SPAN BELOW PER EVERY 3.0 FSET'CONTAININ6THE rOLLDLwtp63NFORMATION. TYPE AS RCtlb) OBSTRUCTION) ALLAMERICAN SHUTTERSAND GLASS OPRONAL WE5, PAL' BEACH, FL PANELS MAY B5. E NOT IED 115 RE6DIRED, Y'IQOSTITCH - 7A5293. iROOUK&TAS VA PANELS DED THAT LY}NNECTIONS AND 9GLY5 WITH WASHERED \„ FIARIOR ERODILCT APPROVAL NUMBER. SANCIANCHORS ARE USED WHICH 5ATISPI LYING NUTS FASTENED 81 O QVE a BELQU10gSTRlITIS, OVERLAPS o MIDSPAN (USE APPROPRIATE SPAN TABLE) VISIT ECALC10131 3: VERTICAL MOUNT ELEVATION F R3 1 Ff.Z i T a 2 NOTCHED PANELS H k.: r IrN • ,I . fJ MAT 6•tat1�I8N6EffP1'38 CONPSTORE 1 , - N.T,S. ELEVATION FdSAL1xrINMALN-ANB t�OM4F ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANEL MINIMUM STORM PANEL SEPARATION F#M36LASS 1 H2WINDYONE4$ EZENTrA1 FAQUTIESl MAXIMUM DESIGN RE PRE55U (RSF) ALLOWABLE AUIt SPAN Itm4zt IA ALLA ST TIOHS LESS ITHANA TIDN5OGADE THAN 30'AOObEGRgOE. THAN 30':AaDVEGAAOE 430 L'•Wi1 in 6.06hi 2.161n * •35 / 13P.0In 6.O61n 2,I6In s WP / I OAM 3 ___ S,Obili Lib 1n 41 s -SO / 33O,0In -390.0In 606In - 2.I61n 606 In _ a -SS / �_ �106.6 in - _ 6F381n 2.35 +•6D f i 93.2 n 609i 2.53 in n t "65 ss.e m I11R 6 2:7zin 41-7O 36A In 612 ey 2M In +/-72 27A in 613 in 2.98In MINIMUM ALLOWABLE SPAN SCHEDULE EI.Illlf �t�l�cftlfe:�Im1���Itfr�r�er��l t0� Ci©m0®�iG[tRit®ill �CEst7i{.A7�i>ES"liFiAl�E1D�i Ei�E�a' ttI�Ir�i�iri�I�l�frWalt�Irtlr�1»ram I • I . i.IRTiC:,d1Es�..tE- .i1EiGl� `MUN=MMMmdt. rr"n dltllii.0.10�d®�i�' .Q. . .. . . d["itx1C7i 3�IE?iidd��iECilitC�Q�tk�IFi .. I n�*-.•�• te31tF<_•i7lE��IL,i'" It�QSi�dl::iiiifilt�7"i T TOP OR eOTfDM. PANR6. aw Tf1p•..ENOSEDINTASI w CONOnIDFPiP LENG[H6LeTE59MAN A®OVEMWt ' 2. N@SF.FdRATLOR FROM C0.A56 IS REQUIRE) WNENPANE114/1CifNIS QRPATBt T1GW TNAT NOTED FOR VR ROUNiB�tONerNPT3ON ABOVl. RESPtCT{ 2. ORALS I fpS WTA8L2 WNIFe SIQECLOA1Ri3 M£NOT smea A�ulrep aLLe{nloarrwcuNTs ,wD„E NG SCIH= ntOf4 (dAR561 , S=K `EA L'F V�DtYRN eVlLOOUrMOUl/ir CWKa3riO'S, TIiM p[fN REQtRFED MD - PP M. SOT11 t1R WlTN0111'sTETCH 9W-is ANbN PANELT 88SlTN rlln#PANE1 see To NtWm, t IM , P!Lfm RS'NP 12.S' OR 6.25`O.C. P IRAI MAY 5PA636" M1NWNAWMOWnNG ONOM OPHOWNJN Oft MORAOMC.W51iAES P4ti OPCR#NGPER D6Td]L.'K'.V5INO NNI�IAT1riG CONbrftOe5NO4N1 iNtNE6E�OPAW/NGS. I t, r.Avt PMel. FhsTPU.En FRDH INTENOR ' MACI4NE SCREW tWw It VIA, WI ut NUT 6 WA&{EAED WNIG! ON IN616E FACE l""Nr %1' F{PCMINE sanov STUD Wf wASNEPED w'INOrPPrP ii4}•O.C. °Mourn �° LERTRUSIOR GLASS SEPARATION NOTES: TQ MACEN7 MNa1 1. ENTER SPAN SCHEDULE WPM 'POSMVEDESIGN LOAD TO DETEAMINIE MAIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. L 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE UMOSONLY. INTERPOLATOR SETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER ea"ON!HOVNr' Icw*T62As isrrc� EMBED• LOAM Rtqvi- u 3. FOR tNSYAUAnONS OUTSIDEOF THE WMZ AND OWSIOeOP ESSENTt,At FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION i. TY A �{ RAEAN[ SCHEDULE /SNOT -REWIRED AND NO MINIMUM SEPARATION -FROM THE e%)sTINGnONUErE. - SPACiNfa'0PI PROTECTED OPENING IS TRED. o OO ONAL INTERIOR E&STENINfi IO AOW %9CN.OR VALUE 6NEr, EGPR9'.. PANT OPTIONAL EGRESS PANEL DETAIL DETAIL � twratioR rAmNING I fRMIKOfRNAPDO PC FPFC•0 WrIA G5 9BB6 T r4 L06O7 ' 2250" 'zzsD4.. - i- ,tl,izlr' TYP. ]eyP -gam 8 T ws m rs -0:3 OOfi2" L_. D62" � t7i" 094" H n n.D52 �G i L 5 0.125 N 006? ! E " I 2,000 F J I 0.OG2" TYP -a a.00c -J 1 1- 1 s z coo �. 3 -�1 I 2O3a" 2,000" w --1 nzo" � �, 2 �J - �121". 1.10{I" �'H' F&F➢ER yam',}' FffABER �a1kIL0 OIR V.HEADER q�. CL'1',34-PEN CLOSURE 6 O:ANC'd•.elS N 1! IV 3 3B0' MAX 0.313" ,k ,31 o. 1y��^. II I D,376" 1:51 1.Sfaff"W11.56 " • ].SiO" Q R �. RAp� pppp RD�33' 20:35" TES " D07" 5..12.SQ4'PANEL COVER4G .�-i L. L_ 0,8B6' �, Nw '. " ,0,250" OLOS(Y' 14.67$PANEL LENGTH 7 :m r. L[6 �D•s¢S:- 150" SD.p -.. - _ . 5 .' MAY BE O.D85 2 O TP.oyn" 7 0:09D" 09¢D° .rnrn o-zts' o:71D" RD:lss sos TY?. TYP. 2, 0.700° _ lh �''�' IRq�� P. 0,090" 0.957' $. fiUILO lV ''F' -TR l'lW[7�f'jf T ��� J A M1 EE�A51'•IEER o:i9o^-'tlt��is'�ss' � } Z LK auLt ION r�••-:DDD" I' ,NAru1 ,�. M'tiCi•. _.L VLtlt �(.- 0,12.ryEJERSED W mL _1n .,Wu !E ANGLE Alf6 IEXT"OEDI - 1IA­ OVERLAa"P U..ea,:[ r7$r NN 4' MAX:. n [ORlIERC109URE DErAn., >j `.25" MA*. •+ .'" EEE # U O.iBB' 3 ?c-I tXnETe ' 'L� 25" M1sX •. MAX 11 LY.P -; >-. ,,,, ;I Tt YC,er.Y,FPH: r`tY Pif•.Y! f " W aILA flU T m -1 ra.r U - IN - DISTANCE rare I xm 1 i u oulPr crier 1 'J LLI.v: sa I f -iR r ni-,rrrr r L ` y.-•^, 1, 1, kh '::�:H.v;`:. h .btu. +,:. L'i. L N k J L i- -I l '.':,..�,. •-• ..:- NI. aY a-::. L A1U 111::.•dC lv ).'Ih.'_Yx ! ;wCa .. ,. EMBED ,.. S. ;I .temx". a , cern-c: t: ae:.revle-:'n:F.:Fi.cf.a':::'d¢a..z e,.h•ra .. L : .OVERLAP ".OJ INIo 3.82D" k A aau,r�1';.!L; MAX_ „Ruu u.um: mauNl. r.ltmsuRl::ufln 1. r :x' _ e : - .25"-!MAX': F _ 4 ]MIND 1N'. c •.:T Nt 1.5U0" 1. xet N11Y: 11 c3 ���0' E ] EL FT _ 4" MAX. MIN- a r - AT $ nMiL CDnfdER CL05UR6 DETAIL MEED PfAIP r?{, Ti' y, C2� ecYl.. P �TRAPMWSt1 H<LORE bEfAiL v N,T.s. -tat tl ANCHOR SPACING SCHEDULE; 24 GAUGE PANELS; PANELFASTENERS 9 li B" O.C. JF I,. ®�SiSI�CTSJ•1S'8•���®�� Eta • ° - F��➢FE�® • ' � M ®G16'i1'6'af.L6'A®�es3'ALl'B��Pi'a'�C9.Ya '� t v t� • �t�tt''. '�®� ' '® ,j//J//� :iii� U ✓' �r •/i / jjj r / I 'I MOM Sam M Io-l� MGM • Ew em OEM EM 3/ 4" EDGE DISTANCE �4 eESIG ANCNOR lREBSURE TDPE PSF r.I nN nl'der n:u' N NPAut• ox'n" HPnn un. nl lu'-1u� �ItR TYPE Ci ¢ L3 C4 [ONNTYPE C3 C2 C3 C4 CORN TYPE C] C2 C3 C4. 2 1! eED @i 33 Acl'SI' V <Rf'S a1 48 5 2 72 12.5' 160 160" 109 125" 16:0 160 75". 125' Sfi:O 160 67' 12,:" S tD G" S 15 n6 125 1 " IS 0 B1": ]25 6.II Ia8 6 ' I O 125' 160 160" 75 12 A,0 147 6 ". 4 125' 38'0 Sal b9':' 12.5" 12.5' 160 16.01 16O 14, " 7 69 60 12.5' 12.5" 16.tl 16.0 147 6.0" 1 T 6.O" 4 12 S" 12.5' ifi3O ]4T 6tl' Sfi'.0 ]47 6p" a72 61A x 1 2" [I.16[D. 11 33 woDD SDnEW di 48 52 12, S Sfi 16 0' 9 ] 1 0 x2 5 Y6.0 121 1 0" 72 5 16.0 0.86 2" 7 12:5' 36D i41"' $ 1 1 2.S 16�0 9 S6" 7 124' 15q 97 S k L2i5" 12.5' LIS" 160 moll S6.O' 11.1" 160" 9:6" 70 64' 5,6" 12.5' 12N, 12.5' 164 1e.0 16.0 96 Sb". 9.6" 5.8^ 9.6" 56" 125' 12.5 12.5' 16:0 96 56' Ifi.b 9 6' S.e. 16'.0 9.6'• 5:6" - x1-1 'ON6C0 1/4 [# 33 T PaR]P'c � ai A FAG• ... 4,0 -.0100101. 52 T2 12:5" 150' .0° 16 x26' i6A I1.5": 12.5' I6:0 102'. Lzs" 1 d •• 60 1 3 12S i6A ?"; 2 1.5 16. 9' " 0 .2; ff5" 160' SLR" 120 16.0 9. r 1125t' 16.093"'. L2.5" 16.0 10:5" 12,5 x6',0 SOLO 9.1"' 9,1' 12.5 16.D 9.I" VIE* x ' S' ERfl� Y 33 P I vniN141SNAt1Y. 41 WOOD tuS Inb 46 H . 52 L!'@1R1P 72 12.5" S6 rY 8:6" 7,3" 12.9' 15.3 6A' S. 1` 12.5' 13:0 53" 4.5" 12, $" 36,1E T.8" S S Y2 5' 12;5' 4 B ` 0..1" 4,T5" 12.a 4.E' 41" I2.5" 1 a' S:9" 5 5,0' 625' 12;3' 4 7 4,0":: 6 26' lz .3" 4.714 4.0" L2.5" i 5.5" a 2 4}^ 6.25" 12.3 4.7 a.0" 625' 12.3 4 4�0" 7 6:25" 12 3" 4.7" 4.O" 625' 12.3 4 7." 4.0" b,25" 12:3 4.7^ 4:D" ANCHOR NOTES: L. ANCHOR SCHEDU LE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALL A BLE ANCHOR SPACING, MAXIMUM ABLE SPANS�'AND PRESSURES: INDICATED AX M QtUA AN U OW 2N FNEEILAN ,.5CHEDE SHNLL APPLY 2: ENTER ANCHOTF SCHEDULE BASED ON PANEL FASTENER SPAC INGTHE EXISTING STRUCTURE MATERIAL aANCHOR TYPE. SELECT OffiGN LOAD GREATER THAN ORE ALTONEGATIUE DESIGN PANELMATE ALL-POIPIT5 SOLID -SET 6. BRASS WSHMG. INIMUM ENGAGEMENT OF THREADS INTO THE BASE 3, TRUSS HEAD, OR'WAFER HEAD (sweWALK BOLT) U. N:O. rANCE EXCLUDES STUCCO DR OTHER WALLFINISHES. 114HICHARE NPTACC IABLE'.USES. TTED FM U5E WITH THE ANCHOR SCHEDULES LISTED ON -4.-r N N C_ U) N O }F U Q Q. O O Ca - , ^ W „'. O cu .O V! 0 EL t-_ O U_ O .' Ln � E L OCID O Q r- Cf) Q "GV( CV U` 11 W f O _ b C Gi Q Q 0 s1 i c T O a C) 7 > 4- Q V W Cn 1 < w� O L 0_ QL T U O ■ I� V ) W LU ZZZ c G , y;t Q J d SHEET NO. SH 1,5 _ , -� .. •� , , . � ..-,.'.Sf`i.IRM�^II'7R�PS'2'ii'1-:t�1 M% J!'. •..� y ,,•.. 1 31p- q9 qva