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HomeMy WebLinkAbout39976 Dawson Chase Dr09 t" A rn r 20 rn j M M -a- rn ' 1t1V4RK SHALL COMPLY WITH PREVAILING C DES FLORIDA BUILDING CODE,3.2 Ni, i•'lOi'4;L ELECTRIC, CODE, #i AND THE.' CITY CiF E HYRHILLS REVIEW DAT .ORDINANCES CITY OF EPMJY'I I�IL. PLAN EXAMINER - F1 ❑ a a _ — 1:1171D DOD 0 Ll FF717E:1 El El a El ❑ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALTorALT. Aitemate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BILK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Gig. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection Cont. Continuous Cor C.T. CTT orCT. Ceramic Tile n ... n nr,�e. FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or KlWali Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry L11 L . Lavatory F L.F. or L.F. Linear Ft. I I I in+oi I onn+h PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOP nr T n R Tnn of Rlnnlr S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS DB Door Bell DBL or Dbl. Double ­'. - M Laundry Tub MAS or Mas. Masonry TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate1 1 � n UU- Decorative Cemenutious Finish NAA or max maximum i r i unel rdpei nviuci DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring F17:1 M FE71 ❑ M FE] 71::1 D DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window -1 1 DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linearfoot 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 Vurrilbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 1941 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. 1 L cM ;2�: N o 7 0 z g � o Z a N � .o Q) W �- a .� O W �XV& V) s N �ro U —m u W C �— ME 0 8 Vg"•e °! I U o a ®0 � ¢ V o osN� z c�n�d op� z��y.EIC3k w LL n o h CE All .-: ��DF@Ena� G � ���,,. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal o w LL- =E O =a oo }� a� z® I@a uj oa =0 a o� N L �z WO ¢p ww r® _ �Y U �O mi O OLL Z QW a c oEon ww g 0 a �w V �o NZ xF F_ 3 O �¢ 5 ER 'a d 0 ? =o 0 L > O O .-� U) C:) AQ m ii C T cc] LO 04 CV rn r ui m to 0 M N (=) rri o Z Z E (=) E U � Q a JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. C S M 00 00 LO \ D- Ci 00 .2 u- cd 0 U v M 2 E 0 8 aim M C) C' ID < 0 LU § ` ;� z- U 0 U)- A -- - . '0 L.0 - Z H-0q, - E LL ES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, rD CD QD M M 0 lJL E C) E 55 0 M .0 < so 0 C=, E 14 C �'2 8 � z E Z z cn C <❑ � �E 0 , U) a) 0 0 SL Q-ZI Mi CD w 'D 10� 0 03 .0 > CN rqr 0 C:) � U) C:) C: v 0 CV 0 Lid 0*) (0 0 r- (N 0) r— E M 0) (0 0 C') 7 (=) Vj r- z E 10 Cn E 0 U < JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. 1.0 •• v.•.1'... [ _ s t . 1111.1` !2 Y�WI 1. II Y II i•. 9. • Vie: n e ��;4mw - _ - _ — _ - - - I� ORlIAIARIA lIAA9l1l���AA�PA�R��IA6AI®AR�IFIAARA.IAIR171AIAAIfI'IIP�In11a1Rnv m�ermnrn� m €nn!saae�a.wa�l �l�■eleir ■ �t 0 M 1 O 00 N V� MIRROR M OWNER'S BATH KITCHEN ISLAND ar OWNER'S BATH KITCHEN �N I N KITCHEN i Ai. O CV 0 M INTERIOR ELEVATIONS SCALE 1l2"=1'0'• L a M r Co O 7 N Z O a J M � N M �' rA ,VJ1 l:l -2O T t/? Y W ® Q O o � o �"'" � o E =6 x C ) o HIM10 e N �O _ -- N ,w v O N O W z Z LU I w a W 'a ItCLU Zcor¢ o �[ P rrj°e"e�yr etc,."c"ate To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r` to W M iz O S z ¢ � U- [B E U zo O �� }m ¢N oa W' (6 111011111111111 ¢U XU U �O Uz C o C dF ao ao dz �w aiY U m0 O� z fn ¢ u z 1 z z Q 3 o� W go a o yz ¢a x3 CID0 z1W 10 O c O O > d" n� W > ■= O 0 cc C CU 0 a O r LO T i r m O � M N o z _ Q 6j r, E 10 m z c n. U -j Q 0 c � JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. 2.0 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND �J — 5 HEEL M F30 12 �5 T.O.M. — HDR HGT. 12 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS Cii - 7 01 WM �WE 1 WA TEXTURED CEIVIENTICIOUS (TYP.) 17MINININI [MINI 17MININININININI +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 12 ;Z�5 T-0" RIDGE VENT 12 5� 12 y f J 5 SILL PRIDIFILE ELEVATION 1O DECORATIVE SILL FRONT ELEVATION - B1 SCALE: 1 /4"=1 r-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — _ T.O.M. ----------------------------------------------------- ------------------------- -------------------------------------- V-01, ol 2'-0" 10 HDR HGT. TEXTURED _ CEMENTICIOUS 00 FINISH ON C.M.U. co (TYP. ) L — — _ F. FL. LEFT ELEVATION - 61 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 C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ, IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. i� 0 0 z N O o z ¢ C" d N M o o 2 U' y V� Y w n U rD o �O c E y o ru � U 0° a g xl = (0 0 m ¢ `m N N Z LUU Zai 0 �R�j[¢�(pj6 A QaM �� �. b \ abo a '�-' eb r�mB Lam. a A�OFESS n� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Cl) M z¢ w z a J I qL E E OU wO z ZZm QN Z® oa I— rQ O E O X O U E o az0 0 OO O tt az L 0 Q O ¢W m 2 z rp (n C _ C 05 Q7 ZZ 0 .Z m 0 O z� ¢ w N J 3 Q ¢' 0 E �z g0 a Nw C C:)u3 > ° 00 O � z¢ 003 c 0 0 N L >_ > N �- O O .-. ( C:) Y m v I� ^C1 W � 3:� �0 0)r .� o 0') r CD = N rn N r CU ce) CV o Z z c :30 `� Q Ecc E JOB NO : 19-5889 SCALE : AS NOTED SHEET NO. 3.1 r.. 00 m rn c CD v S 0 0 0 0 J Q) 00 00 LO L 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF —� INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. --r54_ HDR HGT. o - - TEXTURED 00 00 CEMENTICIOUS —� �p FINISH ON C.M.U. (TYP.) C a TC)M -- _ 7 7 1'=0" - - - 12 T-0" RIDGE VENT 5� 12 5� EXTENDED OVERHANG TO BE CENTERED - ON DOOR 14'-0" RIDGE 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. 6'-0" t� SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 �5 REAR ELEVATION - B1 ----------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — —-------- 1'-0" 0. TEXTURED CEMENTICIOUS 01 FINISH ON C.M.U. e 2'-0" 01 (TYP. ) +3" SMOOTH TEXTURED BAND SCALE: 1 /4"=V-0" RIGHT ELEVATION - B1. SCALE'. 114"=1. 0•' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ..G.C. VERIFY ROOF PITCH* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventlated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verged with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. G� L r, ® Q n Q Ml_ — IN Mo co o m a) _J d Nlime C"I'll — n U) z c/'1 = o U U_ Cz W o 0 o a V) c E o F— U°C W m ti— o 04, x U 0 U)¢ 41m, iN- N f 1 m Z LU 9zo j a U) LL o v R� w `W Q ° ELL �W a Z Q �`nQ a� o LLM z 1 s y'°• F e F E S S\c'® To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C{) a w Z U_�o cb E Q E oo F z » ¢o _® O a cu 'd n — i 00 o< U O '0 z O E N t a p ¢o <o d Z �� z rp C C U q0 m� 0 Oa Z J ?� Q o OLL LL z 50 a N W U CD �0 a� 1� MilliO O <� w< �o 0 zzla 3 G O 0 a0)i ^L1 W > L _ 0 C:)• O U) CD <C n- = 0 m v N � ~ n, W 0 3 C� r co r LO T 04 0)T a) 0M N j O o f0 Z c `—° E O N E Id c o v io U _ Q p a)Il —1 JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. 3.2 _Ti7 M 00 L0 E, 2" 1" iv N 2" N eo CO 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" _ °,N _ N 12' CAP I" RADIUS 31/2" RADIUS 1/2" RADIUS 3/4 RADIUS 4 1'-5d' v 1/2" RADIUS 1" 4" VARIES VARIES M � 81 CAP N 1r 1rr 1" 1" 1'4' 0 M <y 22" 12 VARIES VARIES —IC"1" 1,r 1'-4 1r' 1 1/2" RADIUS r 34r 2" r"iIV v 3Tv 1 n 1 rr 4 42, N riN '- r=IN 3" r 3rr 3„ 4 4 2"4" VARIES 12' _1rr _irr 2 2 C7 32' 11" 32' 1 r 8rr 1" 2 1/2" RADIUS BASE _ e N BASE irr 4 �N 12 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY �* COMMUNITY SPECS. IF NOT, 1' DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" d�N 6 1'-6" 1" 1'-4" k.1 1" C9 r 24" zo 1. , 1-1/2" THICK 1-1/2" THICK 0 r CV ,,,r 101r ^M 24' `Iv T - `t } 10" 6" N fff O IN 4" 2 N 2rr Orr irr 6" = 2rr N 2" � w � cn w > M 1-1/2" THICK 32' 24' ' _ Ia 2 4' 4' 521" 1 r 5" 52rr IN T. 2 1" 1 r_4rr irr 12 e �4 y VARIES VARIES 2' fn wCr Q _ t 2irr VARIES VARIES 4" 8" 32" Q� r--------- _ ca i N I 00 - I 12 I + h= M 3 �a ��, Query ^ 1r irr 2 44 6" 4" - <V fV Rg4r„ 'v 2 KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL irr 3 3" 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIESman f2" � 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 1'4" 101, 14" 1'-64" 14" = O O 12" 54" 2'-1" 1'_12" 54rr 7" � fk _ N iv N O CV i R (V 00 O e� ih ih �Q • 1" '470" 1 rr 2 CV� = r 1'-r' 1° GENERAL NOTES: `r0 • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH a � n® M � z N O � O " z Q M d N _ M z :e to =0 No (6 w �- n 0, w c� o c/1 � � o � U 00 w O E { _ L of rn M m � N M pr M�z� U z W h o a w rx �'S LUm� Hz a NJ d =W Z 6r W W. � 0.12.. No �O O N M_ O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co o w Mm o Z LL Q 0 E wo � U a WW it F- XO W¢ 0 0 0 0� O M N az W Wz W (� z U .0 0 2 Z. 6W f/J 3 a F 0� o� Z 0 go d �w W `_& oLL =3 CDWa �F �o O v zlaF a ° : c 0 0 L I`J > O■- O �1 � 0 Q C = N �- Al m v � ` 1 W T c O 'Th �.rl CA = N 0 r T 0 ui M N 7 O N o Z cc c E Q y E 6 c a U ¢ p JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. F1 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 centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & 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 code, latest edition, 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 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc 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 soffits is not acceptable. 13. 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 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 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. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for 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 the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER �1@wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FW SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH 24. FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER II MAIN V 210 or 4/0 SER Alu 0 200 amp 150 amp ===IF isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground �#4 BONDING oROUNDING WIRE TERMINATION PER 7[ WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. FLUORESCENT LIGHT FIXTURE / M O EXHAUST FAN � � � v W1 EXHAUST FAN/LIGHT COMBINATION PA I�O �� GFI 1 CAFE � C---, ®D ELECTRIC DOOR OPERATOR (OPTIONAL) / L D. J CH CHIMES (OPTIONAL) '8 PB PUSH BUTTON SWITCH (OPTIONAL) '— PENDANT AS PUSH BUTTON SWITCH - DOOR BELL PER SPECS SD SMOKE DETECTOR % r in \ CO CARBON MONOXIDE DETECTOR AC PAD __ GI CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) DEDICATED RECEPTACLE USB TELEPHONE/USB (OPTIONAL) WID H•B• FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS T� TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl_ ELECTRIC PANEL t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 0 O �a � U z o o zgram J MInk. CD d N III M z V) o Q) Cn Y V � 0 w E �N wa m r— f0 E 0 8 j.,.. i U o J m c �' a°ti ¢ rn o ® Q m N N ZCA U) Z � gMvn w a 0 W aLLr . z a N< w us V a 42 _8 Z O Bo"" a .w CAIN V g Ern �", Z is LL a W N G M � � Q O U U ❑❑ rn 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti co co W M y o z U_zo Q p E (� 00 W » QN ® ? a o ¢p 00 ~ 'a _ O<0 �O o E O to cV a� wz o ¢z H Wz w L _ C U mo Z H Z0, J ¢ ° �z N os o U Q T v wLL Qa a �w !Ek �H, _� o CIO v is a F a3 0 > d' ^L1 W CD > .> 0 U) 0 0 N m v � Ln r T C) ui m M N :3 0 iri 0 Z Z E 0 e' E B m IL U -1 Q 0 1 9 JOB NO : 19-5889 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper Y PIS SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=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 C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. u n Q pp Z N b z o z J M Q_ N - M N (3) U a LL Cz ` J Ui Y w O o 0 w r �N E l/i � o U on w a— m E o g min x� = U a � • ¢ o m N �Z LY��ao z Z� w LU It, 0.naafi 0 .3 WLL To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, ti co w M Cl)z < o� z g IL Q E wo WO zzm QN Z© R o Q a w¢ 0OU O E N az ao 0 QO nOa.. �� L - r0 Can c y U y m0 O ' z 2 (%� v> m L Q W ONE N CL OS oLL LL O a r z C:) O a O .y O L > > rr ■ L C) O �\ O Q ca C i N I` I— m o r o •� T T C:)LO T y T r O r c'M N o m Z O iri E O Z c o U � 'a p c JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. 5.0 TIP 00oc) in O rn U 3 ID .N 0 E--- 0 Rj-L- co OO U) LL 4-J C—/3 C�' 0 V) c E Ln E C� z 28�a z 0 W ti� z iu _� of 0 W9 E tam, LLW �Cli To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r_ C:, co c') M U— c6 E�p Qk E 8 C) 0 CcO 0 Mo =3 Zz z ' U:) z W0 N R ' M 0 � z z 1 W 0 r 0 'M ro 0. O C) C) 0 C> 0 0') (0 0 r- C%4 0(M M Q0 E C) N CD 0 z 0 W E a0 0 'D M < 0 1 a) -j JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. 6.0 in% UPLIFT CONNECTION CROSS—REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. l 18 10dxl-112 HTT4 2715 5l8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)1061.1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H B * 4505 7 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH, 3l4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1 1000 860 14 -1Od x 1 1/2" MTW12 1195 1005 1 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS *X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY *`* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. 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) (B) C. 11 (A) ) (+ t OR2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NU I E: SEE SHEE I U-1 FOR RUUF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SCALE: Y4"=V-0" 0 C— R J z N [O z a Z JM d N �U0 0 `V w oQ •O Q w N E �N � tea a-- o c am w M— ` E O $ _ �. U0 i ® 0 01 M1 4m N �D N ZLU O O N o q [rar ,G Z_ a99 `W` M r��+4` ul m LLM I -,j Cj �O a NF �� -'* To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r— NW co M co z O z U of E E O zo ? ¢U ym o0 cu O a < UK O O N �o - z�� W L ¢ p U vs 0 0 f°O O Z z ? Q z o Q �d a NF U IM7 <°� ~� CDL co GY �� Q O 0V zI¢ C O O nnL W .> v O O .-\ O Q � co 0 m N ~ n1 W 0 3 r c rn r Ln O= r N rn N r ui c� O M N 0Vl o Z cc C 7 E pca E N d U J Q Q J JOB NO : 19-5889 SCALE : AS NOTED SHEET NO. 7.0 i GENERAL INSTALLATION NOTES i 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate I vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. I 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. I 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved t coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / ■ 0 ! Safe vertical load Safe horizontal load _` GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/lT 3 FORM dt GROUT SOLID O N W rU #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. E 1 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Q 8F16- B/1T U ¢ ib tNOMINAL. QUANTITY OF r WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 REBAR MIN. AT (1) REQID �1AR ALTERNATE POWERS STEEL LINTEL d O a. #5 REBAR AT TOP C0 p M.U. w a° a MIN. (1) REQ'D ° 4 1-1/2" CLEAR QS Z ° ° d D z 4 ° GROUT Q 4 O r J D C.M.U. 5REBARAT =_mw ° BOTTOM OF a 01 Z F 4 - o LINTEL CAVITY w0 U � -BOTTOM o it ci O Z L REINFORCING Q ¢ C7 ^ — 7.5/8"ACTUAL pROVIDED IN Z o w n D D 8" NOMINAL WIDTH LINTEL ¢ ' Ci N Oa i 5 REBAR AT BOTTC AS INDICATED (VARIES) v~i ¢ u� o MATERIALS c-f-T' precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O CO 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLANT SCALE: %4"=1'-O'J U Z N O _ � O <L � Li N V N a V !da O ® Q 12 ,^O s tlP H 0'-v / E N 9 T4 p_ O �V m ID ldl r E2 Ep O %�by N fS V p d O N O O N O W H Z F w `+ � •/r-®" ice, J �,!"� .""w .-. a ca ., E L0 To the best of the. Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r• J w MZ o � Li_ z o 00 y <N ze Ko c)O O N a o ¢o a Z �w L cf)Y ZE m0 15' Z co Z ( Q d dz Z oa o � ao w �k o wa �o to to d x G O 0 .N > d' ^L1 W .> O O .-. (n O <C (� � F— m o L0 ICY) T o ■� TO T L0 rn = CV N T— TT ai � C) M N o z © E Q `� ^ z IL U J Q p J JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. 8.0 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 F E EMBER 3 ST 200 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF D C 1 3 C R CONSUMER USE SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW L 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 CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, 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, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR 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, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING, 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1, 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 1.2. 2 UNIT WEIGHT OF REINFORCED CONCRETE: 150P F 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1, 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1, 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 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 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO LJ480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 26% #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERUNE 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1) 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.3 4.4 4.5. 4.6. 4.7. 4.8. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6,0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 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 C90-0601, TYPE 11 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 =1,500 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. STRUCTURAL LUMBER: 4.4• 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/1 " STRUCTURAL 1 U.N.O. s u u 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 1-2007, 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- 718" 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 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 .1 26" . 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. & ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 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) 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. T THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), 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 overpg and mortar along the foundation perimeter must be removed be ore exterior sol 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO RE VIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD 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 DISTANCEFROM 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 B SHALL E 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. Q 0 M 2 Ur N M z OO O z d n M W(Az W C) Cz cn Y w O �_ o 0 n 0 to c E � o � U m w �- m E - 0 8 UI U o m c �' 0 �a ■ ® 0 em N N .w y O O W Z U) Z iiiQN o w Z I-s M 'p `•a W a LLtFl II a s Uin NJ o ti�/,sa?z Nl Q 10 Q; 0+, U '' ea e 01 F E S 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 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD - w M C __j LL_ z ¢ o z Z a )E Ecc ?E Z® oa o E N a a 0 00 �0 o° a ro o w '0 - �g zw a�i J a aw �z Z a 02 wLL gz d mw c� ;. oz Z =3 o wa �F >_ a to tt z W. OUP c O 0 W � > O U) m v 1� ~ ^�1 W � 3 Ir- f° ■ r LO r ai E CD O 0)CD O o Z c E (D a v _ ¢ o JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. SN as. . 00 CO rc> rn J 00 LO CORNER OF HOME GARAGE SIDE 3 tz H rn N v a CD E S 6 C J W LZ 0 U `o c V l N U N O tl c 0 v 0 J 0 t� rn N 00 _g 0 0 a a� N 5 0 mN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Or,, J 15/32" CDX co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + + ++++++++++++++++ Z++ +++ ++++++++ + Backer and Filler Block Dimensions BC18Joist Backer Block Series Thickness Filler Block Thickness 3/4" 7/8" 5000s 1.8/1.7 wood panels p 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 ` + 518" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap ° FILL CELL STD. 90° HOOK BOND BEAM w ¢ STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR F [I� #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S, 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 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. Clinch nails when possible 1 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 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 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 Y" GAP @ TOP sides by 6". - Hangers with sides not containing W E g STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmotath guts. N.Ts. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate Z—One details in 10d box areas=20 of high or=20 sinker " lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G 000 5'-0" �' STUB -OUT FOR 1'-0" o 0 o GAS METER 0 o Lo � U 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. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking I l.a T' 11 Orn nail.. at R" rtc j, �'/ Provide adequate bearing j for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) b (see table below) mm t aCID 6" A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 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 %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I U= I�I Nail with 10-10d nails. I r� Install tight to top flange. SLEEVE THRU STEM �. °. SEE PLAN FOR °. • . • FOUNDATION INFO " °' ° STEM FOUNDATION \ 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 I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN ' (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d 4 - I- I —I I —I I a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE —III—III °. �° II SEE FND. PLN. SIZE & REINF. PIPE _VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION IPVC OR SCH40 SLEEVE r- PLUMBING LINE 1.� ° • G • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °a. ° f °a G a . .Q e °.. 4 A . ° SEE FND. PLN. SIZE & REINF. 0 0 0 rLfL- C, z z;Co Hal _ C, z o J M d O to z C V ti 1WC11 T f/J Y tCj o w D_ Ln E t� �- U m ,— F2 E as W� O 8 I 61�.. = c U) ®0 ¢ a o 4m N N Z � goN�rr� z m2tr .a fW H . � aV aP >t� LL 4LU I ON Cow` ,,PAP dtfllti. o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti co � _ o W z < � C E >? E E V �o wz z >m ?® CL ¢ �0 �U o E C:)wo i a 0 60 a z . 6 �J W -2 • r� $Zz O U � mo OE u`ni W zz U °§ ¢0 az C o O w¢ 3 <o a = V' zl < UU c O ,o L > N O �-� c O a. m C) C M0 ch c T -0 Q c •— 1r__ l� LO O CD 2 N rn N r m (D O M N N o z z r= E O a- 0 J Q J JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. SN 1 S 0 r L0 00 In rn s m V 0 0 3 00 I IX c b -C f- Q N 0 a E CD E 0 c c 2 0 v G.3 i rN+ O 5- 0 0 N 00 d a N 0 w m �r< 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 W/A HABITABLE ROOM EACH END (WHEN PARALLEL) U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16"NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 318" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" Q.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x#2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > T-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) `� 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" 0/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR , T FOUNDATION ONLY"SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( ) 2 #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' coELEV. 0'-0OIL " OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 r-I 11I=8II I I -I I =oI I°��°II I -T • -II �- °a a � p O.C.) x 6 WII-=_1.4 -xp W1.4 1.4 . 16 x 1I6=-I �W' 1 I1' _.4 x° W1.4 AFF211 ATTACHMENTS 2 (2) LAYERS TYPE I OR TYPE II WWF OR FIBERMESH WWF OR FIBERMESH 0 3 1/2" MIN. 3 1/2" MIN.(#15 OR #30) UNDERLAYMENT -1-IHIM, ? FOR ROOF PITCH 4:12 OR LESS. I j s ELEV. 4-3 1/2" aP. ° A.F.F. o 1'31/2"(min)=I31/2 6 (min-4 1PRE ENGINEERED WOOD 2x4 CONT°a " 31/O.C. U.N.O. N co coTRUSS @ 24" .4T=I- II I d1"(- iI-_ HURRICANE ANCHOR @ EACH a 12 min. _(mi11 II ,I GARAGE DEPTH VARIES TRUSS (SEE UPLIFT SCHED.) W/ 1 -I1 ° I _= METAL PL. UNDER EA. TRUSS - T� (2) #5 CONT. „ „ MOISTURE BARRIER 4 111-41 I Ti7 111 8 • � � r r I -I t ,-4,i lI 11 111- TYPICAL INTERIOR BEARING (2) #5 CONT. U.N.O. i -4 MIN. SHINGLE ROOF U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrc C NAILING SCHEDULE ON SHT. 53 53 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4"=1'-p" SCALE: 3/4"=1'-0" ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 112" HIGH-"--- IGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND w1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c 1= r• ° L I � °O g co _ D 00 6 MIL VAPOR�- BARRIER ; p ,t 4 • • - C14 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK SEE ON 3" CHAIRS TYP. 411 V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D. RECESS PAVERS � z M Q. 1_ 41 I II 411 - I •'•• •, ::� III=� 1TfI�II .•�:�'. ; ... I � III SEE A/S3 OR J/S6 I -, 111�,1 ff�1,,,i1r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / i os�cJ� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M��M�o s 2x STUD 10' LOAD BEARING OR INSULATION PER FBC AND ENERGY ccN (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 7 FOR WALL HGT. <_ 8'-6 (2) 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITS >11 1"x P.T. STUD O @ ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C14 LAYERS W/ SIDE SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"° TOTAL THICKNESS 7/8" OVER GYP. WB (MIN.GARAGE G/S3 FOR ANCHOR x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS IF N0 UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/$"DIA, EXPANSION BOLT @24 " O.C. (42x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 261 G SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] J _E 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY FIBERMESH w/ (10)10d NAILS - WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE - 1 TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR = GRADE ;, ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi x M 60 [GRADE 60 MIN. Fy= 60ksi] -III-III-I1 m • p .. D I-1 I I -III- I I� o z M -0 ° u FINISH GRADE 25"MIN. LAP (30" MIN. LAP]' - MONO OR STEMWALL D D °o D. ° g -IT- _ w I �11 I II 111 IL ° • - • I -1 (=1 I I� I FOOTING MONO SHOWN ° ) I �- - I w ° =T FOR CLARITY o ° D _ _ °° 6 MIL VAPOR BARRIER i I I I I p ° I I -I 11=1 =1 I -_ R 1 7/8" �' I I I- J�1 N Z #5 REINFORCING BAR I I I I1= I 11=1 TI 1=I I I I- ° D III -III -III -I I i-III-III- z , I I P . -( I I-1 I 1=1LH I I- #5 LAP SPLICE (2) #5 CONT. -111, ; ,I 11-11 I, , , 1 i=f I I, o _ L=III=J-LII=1 T o ° I -III III -III -III III I ( I I • ON 3" CHAIRS NOTE: g ° III -III -III -III -III -I I = N d ° • -III=L11=L=I I 36" MIN. LAP [36" MIN. LAP] 81. 1'41 811 *FOR BEARING WALL =III=III=III=III=III= �- COMP. SOIL. (COMPACTED TO -I _ (TYP.) W/ UPLIFT ONLY D1557) 95%MODIFIED PROCTOR ASTM 11==111=.11 I 101, III=III=III=III=III=III=III=III=1 I 1=III=1 I I=III=i I I=i i I=III-I I 1-' - I I � � 1 �T� � �I I).� � �111 � �11� � �T= -III-1 1=1I1=I I1=1 I I=1 1=1 1=1 I -I I=1 1=I 1=1 1=I 1=I I1=1' 4" 1.411 #6 REINFORCING BAR #5 STD. 90 HOOK I� 1=1 11=1 11.=1 11=1 I I -III -III -III -,I I I-1 I I-1 11= i I'- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 - ° • - - - - i l-, ' -(1) #5 REBAR w/ OPT. I,FEEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" C O.H.D. RECESS CV Cl) co I _ W co =_,I 1 1 _ SEEA/S3ORJ/S6 I1 FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) 1'-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 i inn nrnrnn rnn VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN P.T. Zx 1/2" GYP. BD. 211 HOLD GYP. BD. 1/2" FROM SLAB Oh 1.0'1 J CONT. BEAD SEALANT Q INTERIOR ° -3 1/2" e CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" Q.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB 04 a 00 iv rr I 1=1 11= 11- I I-1 M 6 MIL VAPOR = I!' I I= BARRIER =1 1=1 I I =1 1-1 1- 411 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 8 2x4 #2 SYP P.T. FRAMING w/ -I ' II II I L "� 1 MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 fi 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6X6 P.T. #2 SYP SLAB INFORMATION J LU L ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 c-�.t SIZE AND REINFORCEMENT) WWF OR FIBERMESH a BRICK PAVERS or SLAB PER - I -- - a- I -II -I ----- 1I t' I-III=III=I I I=1 11=1 11=1 11=1 I I FLR.L-j COMMUNITY SPECS 1 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" 53 � MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� a CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 00 GRADE - 4 ° C7Uj -I I ° ° a • -I I -III- Z „� o I -I -I -III-I I -I I- i w poop= IIIIIIIII • a• I 11=III=III; - za 14 I I=11_I--�I I I =- FOOTING III III-III-III-III=1 III=1-1 I i_ U 11'; Iilllllilllll�llll ,ll -III-III BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 a a 0 0 z N O z o J M 4 N V) z -J �? 1' T (Jy Y cra W n o �- ow cn C�-- a � o � cJ C° u.r 12 E O U o °�� • N N V' Vl pgQON� � z Ztu �4111310 .6 LLM It -� F C, Ott '10F t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, r• O co w M h o z Q E W O z ¢ k Z® E j I- @ x0 &< ❑a w¢ �o o� O N W nz wa Q aZ rw L r6 ❑ z U uZiO m O Z }Z 3 a °op w g° a �w W C:);o °Ia < ° 3 = O 0 ^L, W O O O Q Co 0- U oFn ~ 3 r- co ■� T r LO T T t .L. O E ch N � o Z z E O Mc a U -j Q p JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. S3 Tom, 88 LO I rn m J 00 L0 i2 i C L 3 Q rn N a E 07 E 0 x v v J In v �I y 'o i a E 0 U J d rn 0 0 CL rn 0 O r� 45 S W .3 m a o N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6/2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (Y DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EVENLY EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" — — — — — J 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ` SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENTzj 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d a d p a °' d 8STD.90°HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2791l2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J r LU T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 71 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :, ..;` : •,: GARAGE FLOOR — TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. - a d d $ n POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF�JIA 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 CL 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 AGE R vvvn r nn�.n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN 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. 00 SIMPSON HTT4 TYP, O,o OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. �SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. C TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d a 12 (TYP.) SEE ELEV. SI%SI ON SP2 w/ (12)10d I/ NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" 0/C FIELD / 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ IL SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 -7 ,� NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED • M'A �10d@8"O/C ATTACH ALL EXTERIOR STUDS W/ (4l 16d TOENAILS TO 7UP 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 1 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w � _ z a 2x TOP PLATE r- 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF.INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a ° • HTT4 w/ (18)10d NAILS (3610# SPF) 00 • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 2112" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT o • FOR DTT2Z USE 1/2"DIA, x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T,R. MIN, 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING ° 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON T SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 d NAILS @ 6" O.C. STAGGERED AAGGERE D TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) ISHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 518" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. ,�'� FRAMING DETAILS ABOVE ENTRY / R \ SCALE: N.T.S. O 0 0 z N 8co (D z o z a d N N N o 1Q) r Cn Y fC3 LL, o C1 a 0,0 r.i, Lv E Ln o U °' ,0 ,, Rig 8 1— o E _1 C)o rn m ° ® 0 c 4 � 0 �m N N o to�� -N°° Z W WF' w " a � —A 4r �aCL �•�� UM < E�� a"• Sin �\P �1� e •°���i'r��'�SS1® To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M. " W z U_ Q E E U oo <N z® oa co ca O E U a0 O N o o <z az ai 0 .m mo O z CIO m m J a 3 ¢ ° <w �z �0 WQ (j S< �o aW 0 �k o O �d �o a F co _< ° 0 0 AL, W �> O O 00--% 0 Q CL C .20 N 117-1. ^, W C r '�' o 0 • — o r Ln O r I N rn 04 r ci O M 04 o Z IC Z E O N (aa _ a ci Q o JOB NO : 19-5889 SCALE : AS NOTED SHEET NO. S4 3 c 0 �O 00 LO rn C" a c J SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4 1 Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA, SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 " @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND ,- „ EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST (SEE A WEB 2x4 CROSS BRACE @ 8 0 0/C. WEB LENGTH & NOTCH AT ' EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ .• BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 4 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST (4) 7 WEEP SCREED FASTEN WITH 10dx3" @ 4" 0/C SPACED 2"x6" P.T. SILL ROWS OF TRUSSES FROM INSTALLED PER MANUF. NOTCH "L" BRACE HERE @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. EA. END TYP. TOP & MOISTURE BARRIER WEEP SCREED BOTTOM ATTACHED w/ (2) ::�� 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SECTION 1 O.C. MAX) w/ MIN. 4" GABLE WEB SECTION ECTI O 2 STRAP MISSED VERTICAL EMBEDMENT IN KO BLOCK J WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ .• BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 4 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST (4) 7 WEEP SCREED FASTEN WITH 10dx3" @ 4" 0/C SPACED 2"x6" P.T. SILL ROWS OF TRUSSES FROM INSTALLED PER MANUF. NOTCH "L" BRACE HERE @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. EA. END TYP. TOP & MOISTURE BARRIER WEEP SCREED BOTTOM ATTACHED w/ (2) ::�� 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SECTION 1 O.C. MAX) w/ MIN. 4" GABLE WEB SECTION ECTI O 2 STRAP MISSED VERTICAL EMBEDMENT IN KO BLOCK J WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) tAT CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 O 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J - SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR r NOTES AND NAILING TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING C° - 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES Co co APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING 1 1 2" " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 /� NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d `7Ut� �7 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT C J4 @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED " 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 FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 4112") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 "T" ON TOP OFPANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES 1 Odx3" O/C @" OCATIONS TOENAIL 6" O/C 2"x4 W/ (2)16d TYPICAL RUNNERS (2) 16d PER NAILS iTUAX JOINT t— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri l ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS S� "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 °I ° a °. ° ) ^ a I a CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. \-MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA w/ (4) \\-MOISTURE BARRIER 1/4"x1 1/2"SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 73 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. '�II�I■ II■r II�11 �IG�� ARCHITECTURAL FINISH NOTE: 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"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3"WAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 14'X1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS `—STUDS @ 16" O.C. 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. p X CORNERJACK CD Y � U 2 w z CU " HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a O c� M �IFNI o o 0 co Cq o Em z v ¢ 0_ N M Ln z ^' V/ _ _ C—/'3 Y o o Q IwU) � LU N c�f o v m W s o a I r = U 'o • CL U' w ® 0 <C rn m m N N s om a Z W o W Ze ¢ ,� 44 Cc) IUL< fY� �&.J R 44 "�_ '?0'rSStO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti o M z w z o CL � � w° za M 20U X W UO U _ E O a0 o 0 oa az N�o L Qz WW V) C 6 mo zF J 2 O ¢ ° Q W �z � N 0 30 a �w W O co '0 0-" � zIa � 3 C C)O ^L, 'W > .> Q U) O Q co C N n' m UO C W T c r ■� TO LO co tV T T m � v; z c O N ci E - d a U QD p JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. S5 ' . 'E 00 0, 0 0 J a) (D a M 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER --1x4 1/2" DRYWALL MAX $„ � UNACCEPTABLE INSTALLTION � DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR P 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS FURRING #5 REBAR ` (n'P') AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2Xg ` BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH ENDw/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 �' 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� DETAIL FILL SOLID STD. 90° HOOK (TYP•) STD. 90^ ` I I f];� @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP,) NAILS 1Old @ TRUSS VERT. 1FNAECBE x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. TAL SEAT PLATE TAP TAPCON @ 16" O.C. & 4" FROM TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL ]OIL :]L 4%; TE: P SHEATHING tB DOOR JAMB (REFER EACH END W/ MIN " EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16 () " TO JOIST TYPICAL ND TO PRODUCT x 3-1/2" TAPCON @ 16" 14 APPROVAL FOR CO�4M (2) ROWS 3/16" x 3-1 /2" O.C. & 4" FROM EACH 1x4 FURRING 4khh,J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. +2 NOTC @FIRST COURSE MPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4) 1/4x1 1/2"SDS SCREWS P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FouNDCELL PER FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE; N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = $05 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS 4 ' FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" :' .R SOLID W/GROUT ir 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK Z. SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS = 112" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION •'. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 :.: BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. ! ' : •.� : r '� ' «' SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS . • BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT i/V/ 8d NAILS BRACE/ BLKG. L-f N.T.S. 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHO ( ) ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y? WOOD ) O " DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ k t/ FiQy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. �FNO 1 r-0° 5L-0° SCALE: N.T.S. SS 12 + rN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON 0 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT a ' . D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH - 2 0 $ O SIMPSON 5 12d NAILS + + SOFFIT + D D p D ° p s 10 ° ° CENTERED W/ g HQ015. BLKG. &BUCK 2X6 TO 2X4 2X4 S' • s D ° IN TOP 1 X 4 FURRING 8d NAILS EACH TRUSS 0 13 . KNOCKOUT/ / i� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 PROVIDE 2x N IL CONNECTOR • p MONO FOOTING - _ ' D ° PROVIDE 2 x 8 DIAG. BRACE SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 1 dAS(3) SEE LINTEL ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - ° CLEAN FILL ° ° 2 x 8 VERT. BRACES f) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLED 00, 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 99 HOOK N #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL 8d NAILS START OF ARC SCREWS'MAX '-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4.RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" o ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. "� ' ° ` "' '' ` a °- '' ` ` " '' a ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION ENTRY L � SECTION ROOF EXTENSION @ M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" 1 z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0„ EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o 9 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ;' D w a A REINFORCING AS FOLLOWS: w SEALANT v a'I I I �IT_I; , Cn a 'I PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. EINF I PRESS PANEL REINFORCING INTO PLACE. P — — .. — - U z #5x6 EMBEDDED INTO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6 MIN. LAP SPLICE W/ I PANEL REINFORCING N D T 1T � � � ¢= EXISTING FOOTING (2 ) #5x6,IN CONC• � � to FILLED CELL SMOOTH. DO NO FURROW. I I c� DRILL 34„x5„ / IN. HOLE M 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT L GRADE D. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. „ 6 MIN. LAP p � G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 0 I� M r z N O — 00 z z o J L7 d O M N z a `o n' U VJ C — Y W o a Q ,_u U 00 L.L) �- 2 E aim — o 8 °i`' x I'.. _ 5 U o y w Ln3, `�o ®p ,1111111110 N � NN� U) Z ,.d.. C7 �? _ W ,; y�3 $I:tF� a C �� N N Z Ohl tW LLVim, E �.P.T •• °•od a SEA• ❑ p; oar `, C) <- ' i{ 1. S 10 ���NE11t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W M ¢ o z z J Q E o E: r za os ¢� z® v LB Ro oo I— — XU nu o o E N ao ao w-o ¢ az �w � L ro (n Cy _ C o = m o oLL z� (n °o m a Q W z z W N o< g° W a LL a mw _ w< of >o o co ct za a ui: 2O .s In ^L1 W CN O .-. O co C U N 0 O C0 O = LO r T N O ai M CV ~ o Z z' f° E c a U � q p JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. SS a` w CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 B FRAMED RIDGE MAYBE NAI MAYCONLED (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 MANUFACTER 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/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH T TB 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. ----LWOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS efn DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS 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) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 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 TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR bit PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION 0 ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 114" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN L. 'FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDUEDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON �a. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 44,SEE ROOF PLAN FOR CONNECTION g1=C`.TI0N1 AT HIP C;ARI F /_`\ SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL -ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION 11 FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS - • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS LOW ROOFNVALL--{ SHEATHING ATTACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—� L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS 0 Z N O 'o O N Q d N - M N Nn ' z 2 W V LL N Y U � W N c �kn N U in E 0 8 = .r C) v 0 S� � N 4ni�./.�,, S o N o w 2 z M8 �o a w (2_6 v u' o � C'i P.LU W d �� N w w .. •� .� (r d u O. r i FL °•ao ®� eO t e ItI(II I I I I II%0\a� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � W C-j __j Z F o Sz Z a Q E E° �o �° <=W� » za F (O O E Xo o.c az ,OU o. az z N (D y- ¢o �J LL mO a O y U O LL Z z (%� J 3 m 10 ¢ ° 0< Q �z ° W a �W o y" <q =3 WO njo� za o� U3 rz .2 CD nL1 W > L U■� O �•. O Q d. � m v N � ~ c 3 r- Nt � Q � o T L0 � T Z N rn CN ,- ui M � w N o Z E C) E B a ci ¢ JOB NO: 19-5889 SCALE: AS NOTED SHEET NO. D1 _00 Ln rn m rn a� <D 0 S J I0 ,00 00 Cn aci v _ 3 a rn CCV c a E 1,2 0 _ 0 c J 0 U a v i 0 0 U 01 a) N M 0 0 rn 0 a 0 w m so WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 1 Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -­, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER 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 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 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT 101 f ZIul1L�Ilr�1 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 SELF -ADHERED FLASHING PATCH HERED FLASHING 0 0 0 0 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING SOFFIT/CANTILEVER RUBBERIZED RUBBERIZEn ncounl T ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE P✓ (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 00 �o 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH]NG,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH 'TURAL FRAMING TURAL SHEATHING OF SAF AGE PLANE WRB BREAK WRB rH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved 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 R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 c� 0 M M 0 N z o to 9 z S Q J M d N - M U) m 21 oCZ1 nN' I �1- _ w O � n 0 w G) g01L Nco V) o ra }- v U M d w m ,- ` E O `I != V O N Y c U) o ®0 N! N Z S�� o w z U) ga Z W M Ng� Z rL- LU a W UA Z C �"; aw o �w 44 C N V 44 LL 0 ❑❑ 0 CV M 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1W Mza z J wCL E S z � o� Q� ¢� z® ca oX =OOO Z C:)E N (d i a0 ¢ � aZ w w w M -2 rp 5 C Z2z OY U h .0 of Z 75 Q% J Jm Q W Z (n a z z no a W U w a0 O li �G 3 S (7 o C.0 w¢ >o a OU z¢ 'S c C:)0 ^L1 W CD C C)�� 0 �� 0 Q cc C) m r__.. C O M L r I N rn N E rn C) M N M -- C) N Z E Q y E d U J Q Q J JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. W P SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Estabiishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2, Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener stren strength, and mod specific gravity. The tested ultimate loads must be adjusted when tested 99 p 9 h' a 1 t material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their vxrod connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018 The information in this letter is valid until 6/30)2018 when It will be re-evaluated by Simpson Strong -Tie. Please visit mmstronatle.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099, Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dvdBDW Engineer, Southeast U.S. Branch page 1 of i Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney,. TX 75069 Phone: 972.542,0326 Fax 972.542.4139 wNwstronntle. corn A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR•3445 HU28 FL10858.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 H0410 FL17232.4 ESR-3445 HU410 FL10856,9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856A0 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470A SIM200803 HGAM10 FL17599.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17580.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 - ESR-3455 HTS20 FL10456.23 ESR-2613 HTVv24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456,18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856A 1 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655,109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS25 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 WS46 FL10655.118 ESR-2549 KLEG3 FL1724115 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL1D852.4 ESR-2105 LSTA15 FL17244A8 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219,2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200. LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10445.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL1066T86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR•2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244-8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U F1.578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU351.6 1`1_17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 R$150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2813 RT4 FL17236.3 ESR-3448 H5 FL10456A5 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 - H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM2008D3 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10455.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FLIG456-48 ESR-2613 SPTH8 FL17244,32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 • - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. CategoryiSubcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,6 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-57.0 psf ThermaTru Fiber -Classic, Smoothstar, ClessicCraft, Rustic FL7640.1 +670/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential W1ndCode Doors W5 (16X7) FL15279.53 +30,0/-30.0 psf Clopay Building Products Residential W1ndCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. W4NDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors. Series 185 FL15349.1 +40.0/40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 • FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borst Tile Villa 900 FL7849.27 - FL7849.28 N/A Borst Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GUIfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL65271 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158A N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrateproduct approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of theproduct approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE +.a fU N Cn U N QJ Q 0 C .� CIO U 'C3 D- to CD � U O � N 0 C6 L p > .� -0Q E O Al CU I- ICU .= U) Q FFAA W J C/) L z N SHEET NO. PA 1,0 7 ■ Department of Business & Professional Regulation Poet of 8 Building Codes and Standards 12JI212018 Product Approval Application Detail COmposre Edge Fiberglas¢ Single Doa pnTM6910utslleng; X eonrSurdon) Florida Department of Business & Professional Regulation paw 1 a l Building Codes and Standards +526,e Product Approval Application Detail Soda Enter g 20 Data Dan P..,I- 2de I= Vmtan tuomuud FBCAMMW Ammad Como Revision 2D77 MI V*Woae and Door su m Sairl Luis Roba(o Lana Steven M, Uddn, PE 08113017 01/11/2017 Sa/1572017 1011=017 Approved Cassel Exterior Dom (717)386.3300 PE-M14 (777)3174454 SuhCdoil : Sgang Exterior DwAsssmbBse beMnprem sed.cdn Complanae M*M W: Evdwtlon Report from a Flords Reasoned Arddled or a Licensed Florida Professions Enghrer goikAlmom Aborowadjorthes Aer1rondIS, UN kand 92" 22" ProduathlodeLitumboralftes, P In Hill Outside HVHZ Proesll 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 42DALUMNUM SOD REINFORCED OXO 12/31/2018 No Yes No WA 145r348quotxW&qud; Zile muss Version Magifeagga Revision 2D17 cbpay Budding Product$ Company Campy: Exterorpoors auhCateiol Sectional Ecuador Door AsMmbga Gonadaletl A Cediftodon Mask or Lhfing ore! product Model. Number or Name 37 D37 WS-09 PAN-2F/51: aid, 94, 73, 76, 16W, 190, 76, 76l 4R8T, 4RSF, OW, 6RSF, 2Rl 48, 42, 55, 45B, 42K 568, GOSS, 00581, GR5%OR66V, ARM ARSBV, EDSS, ED68V B 1a74V 220 Mw vmmim 1 Revisor 2017 CURRIES Dil OIAAOG, In Calsgory: Exterorpoom aubCaagery; Exterior Door Components CompBrrM Maasixt CoMflceiht Mark or Lill" FLa11a&7417 Produces ae.a PjerygretMesN. NdraMraepurr 1 607, 707, 727, 747, and 647 81" and Palm of Doan Florida Deparblrlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pgelai I/Mie tt21�B& Code mm! Veraim Manufacturer Revieiar 2(117 MI 1h4ndm and Doors Cabby: Exterior Doom SubCagory. Slldl EWara DwAssontA a CompBmoo level Evaluation Report loom a Florida Registered Arditd or a Licensed Florida Prolsonmet Egbesr an& ProdudMl Number Nor 4 SERIES 420 ALUMINUM SOD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1a1 II %S ole E,dw or am ak Dow pendok Rd& noNet Poribaeril Vetoed �t Wedged a1lhmm MADDeNat Awroyal AMR grant snow Luis Roberto Loma Steven M. Urdn, PE 05113/2017 Will Will 10M M047 App-ood (717) 365-3300 PE-62514 (717) 317-8464 akNnger@nlvntoom Guests Assurance Ameraved IN use Afigravalter LW bill Delm Productions InHVHZ oftwo Boom pressure SERIES 420 ALUMINUM SOD REINFORCED OX, 1201/2010 No Yes No WA XO, XX 98&quotx968quot Florida DepaMent of Business & Professional Regulation Bulling Codes and Standards Product Approval Application Odell Papelal 152o+e Enter or OR 20 ! 20 220 Eafta[ gate iota wee Per 20 Soodf E�x&Llaee &(atMatadmt YalMaled aWmtlYd Am®md Am& lma Ymlag Hatidaobw lLinene Validated By )Mnalal aWmrsal FWAWWY Aoorovod am& Mark WsNar6sM InMrtek Taeag Sendon NA, Gay Phel 11PAM17 08/102017 1ZVM17 Approved Ravuion 2017 Ckpay Budding Products Company Mark Wasbrbid Intertak Testing Ssrvkm NA, Gary Kehler 11292017 011MOM17 12/052017 Approved (513) 7704062 Ina. (513) 5194M Category: Exterior Doom (513) 7704082 Iris. (513) 519-0588 niweaterkeldedaPaY.00m aubCsOgwy: Sectional Exbrla DoorAsaemblkn rmyMDerBaM@doWy.- Comrpbnce Metlpd: Cerr6cedon oak or Lhag QLNW Assurance AOeresal her Un AQer+" for Use boned Deal damnation S hi mAS OuNkmHVINZ nwilm Ppf Stoat Pan (Colo. 25 aW SkgN-Car (up to Ol Wale) 0621f2028 No Yes, No +30 PSFI-32 WINDCODE&N174; W6 Gonge Door PSF Florida Deparhrlant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Sonwd Vessel By Dedic Dave UL LLC Ted Borman, PE (641) 494-2S44 005) 8684707 dave.dedk@aesabby.00 m Pap 1 err i 15201e llafa net DaleFefng a* Vatda ed livbMNal ffirAlmal Atl4Y611 Ataha 1WOM17 1026/2017 1210M17 Approved GLOW Annual Aponwed.9vUse Approved for use MW nano F In WOE oubm m vmz BeYMal PJ� Flesh, GMtO. aid Louvered sbgte and pass of 12312M Yes Yes Yea WA hol meat( door& Goal Aftensew Amemned for Approved for Use ONO atom &Cod predrt MUM. Number or Nemr Prodwat Description Cgrolmat Expiration Date to outside.liYbi ltaa4tant PrasauA 53 053 W6.16 PAN-2F153: NA, 94. 73, 75, 1WO, I 4RST, Steel Pan (mid. 25 era.) DoubbCar(97 to IOV 06212028 No Yes No +30 PSFI-W 4RSF, BRST, SRSF, 48, 42, 55, 488, 428, MS. GOSS, weds) WNDCODE&0174; WS Garage Door PSF GOBSV, GROS. GR5Vl AR53, ARSSV, El ED59V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page102 12flat2013 22A F"ut"or 291 Dana, lit,Pendma pats Lai Version Maufacturer Contact Enalnaer&Llcenee Valldatedav Valldsed Submitted FeCAeomvsl Aooroved dtmhu Revision 2017 MI Windows and Doors Brand Winger American Archkedural Steven M. Urch, PE 12/29J2017 12/132017 01i0sno16 Approved CUegory:.Windows (717)365.3300 Mamdadunks Associal (717),317.8454 Subcategory Single Hung Dslillngaratrihai.com Com pl(enee Method: Gertiffcallon Mark or Usting Ouallty Assurance Approved for Use A drovedfarUae lmoadt D-l- Florida Depar4r ign of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap 1 err+ 1060w+s Srpla ErsB/9L gala 2d& Do* PWNKM Dale a Me+4tan rode mm Varstan majdaggal Cannot EmamewiJUsages Vabdmbd By vAkimw aahmtltad FBCAgaroml Agmmmd able, dues vow ltOeoWalernm Revatom 2017 MI Windows and Doors Smm 6Nkger Amefl=Archbdunl Sloven M. Ihidk, PE 12/31/2017 12/31/21117 01/042018 Approved Ral 2017 POT Industries Category: Wool (717) 3654300 MaMbcbtmm Association (717) W74464 Canal Windows Su iCablial Fiord beMng 4. W.txxn SubCabgalY: FloodCoopnMwatl Mrtl: CenBo dMn Mark w Usft coo prarce Maaeod: Centel Mark or Lhag 14.824341120 Produces FIMSMISM produces Aoawn1.Nrlb" Asswand forUse lase! Dnkn Ala product Mode. Number ar Helena gaalnnESf,Yaa,m IS Ouloddis NVHZ Rnbdmt Peelle &lea Pladmamom 1 155 PW 73 x 721nsull Gloss 04003,2018 No Yes No +80140 9 PW-M (Large Mhsb bead) Florida DepaMtant of Business & Professional Regulation Pap 1 or I Building Codes and Standards IlVMS Product Approval Application Detail R rem Raw or RIM 21M 21M ime vendw Wmiegam wont Paula &Lbw VatleerlIN Yaw" E,al FBCAmIttW Approved am& Revision 2D17 Therms-Tru Corpondkn Rick Wright Lyndon F. Soul P.E. Rium J. log, P.E. lone ll? 10/162017 10=017 IV1212017 Approved Canal Exterior Door (410) 298.1740 PE43409 (613) 707-0555 subcategory: Swaging Exlerlor DsorAaemb6a delmarwbldgconsultanb. Conplisaletlrd: Evakafiom Rsportlrom ■ oom Florida Reghbrad Architector a Llce l Florida Professional Eglnaa FLt794i Plfft 9UMXAUWADN Approved for ties Aonmwd 1w thes bases onion lw Product Mods. Number wMom PmInmvz oullmelmfiRoolftent Paesnat 1 A. &quotlotexClaeak6quok &quotSmoWMw&quot, eSSMIll &quottmpadd luot Glazed Fbergba 12131=1 No Yes Yee WA liquttCumakCrolisquot or&"ot;CWdcCmt Slab Door -(X) Wwmg or Outawmg Oa+Apuron Rafioagmok tidy some ores Vmim F nuf..k L Revision 2017 MI YNndoem and Doan Category: Wuldows SubCaegol MuaoM Complex Maanab EusMuon Report from a Florida Reobbnd Arddbd or a Llomead Florida professional Engineer FILVIS315344111 Products an& Prodctebded NknrortrNurr 2 6764 Florida DepaMtent of Business & Professional Regulation FaP+m+ Building Codes and Standards 1520+e Product Approval Application Detail Endaw at RIM Dam talk contactElLkono ysldebdM iiWmtlkd PlDAt[mml Auld $!leer Doan Runk Mt$mWo"SCOO-CER MWni-Dods BOLO-VAL 12202017 120=17 12Y152017 Approved (941) 486-0100 (ISM 315-nW diarlc@pggndusubacon Quality A� Aosruad for UM Approved WUe tmpad gwo Content E..&Aum Dow InHVHZ OuhMkHVHZ Resistant Prefers vinyl Fixed Window 04/30)= Yes Yes Yes WA Florida Deparhrennt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail raplaf+ II IISWI8 Sues& Eo�a�ALl�s Validatm®t V aabgo �ed �d ableR Brant Sall Luis R Lamas, PE eleven M. Urkh, PE 101232017 10/162017 10282017 12112/2017 Approved (717) 3854300 PE-02514 (717) 317-8454 beMgeramiwd.com 9ueeh, AUVAUM Aborl Ill Use Anowanditl m[Rat lid lift Product,4mnce- Control Exaltation .Dab In HVHZ outdo 1 " Rol tot P Vertical Aluminum Melon 12/3U2018 No Yes Yes WA Florida Departrnelrt of Business & Professional Regulation Pane 1 of I Building Codes and Standards ++a Product Approval Application Detail FiaiiW& trim! ErstaLSr 219 Rat Dim 21k 1)me Yarslm I cannot EnWa & Lkomm vabdobd ay Y a3dlmmal Facamrerml Aaerowd Revision 2017 Thome-TN Corporation Rick Wright National Aomedbftn S. Ryan J. King, P.E. 1212M17 of V2017 12M=17 Approved Category: Moodor Doom (419) 290-1740 Management Inaltute (813) 767-MM Subcaegoy: Swkgag. Exterior Door Assemblies ridnvanubldOmneWtanbr. Complancee Mad Codification Mark or Lhtlng Cook Quaftatagiall ADDrond fiorUse Aloorcensid al Use lmDad Rolm asks Product tlaldm inH HZ coal HvNZ Bohm F� 1 a.&qud;CMasloCMSquot; and&quot8enehnnark by &a and So Opaque and Gbzed FlbepWs Dootvrth 12131=1 No Yes No WA Therms-Tru&quot and without Shlellow Ingvkg and Oubwirg Florida Department of Business & Professional Regulation Pope I al Building Codes and Standards INWIe Product Approval Application Detail Flaft�& rode llrslrsm Dfk 2da Dab PUWW. Iota inns version Hissaisaw ErtoonowerAlLiconswo Vassal Be 7( ataha Revision 2017 W Wbdave and Doa¢ Brant Sorrow Lub Roberto Lome Steven M. Ul PE O8h32017 Wil/2017 091152017 10110=17 Approved Coastal Exterior Door (717)38633D0 PE42514 VIT)317-04% SuhCabpory:.Sliding . Exterior Door Assemblies bommpron".Oom I Computes gatlnod. Ewlatbn Report from a Florida Roghbled Amhbd or a Ucenaal Florida PM%Uicne Engineer 8 DuaftAnneal Aporaved for Use Aloomenediforthes haod 22WM InAa Product Dnaindo COnifted EX1110111011 Dan InINVM Bohm Frseuro 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12rilMOia No Yes No WA 145,V4&gatat80&quot NON4MNFORCEO Florida DepaAment of Business & Professional Regulation Building Codes and Standards Product Approval Appltcation Detail Pap I a 1 /rarmla U assess rdml Enterer 21h 21k 21t mma Version liesldWvl Eoataaa[a Lis wna.rd ey VNldetad Sub VA§d P=Awr vd Aoaeroved INN Revhken 2017 MI Windows and Doors arum SMsgar Luis Roberto Lomas Sloven M. Urctn, PE =13=7 OfiI IMD17 08n6/2017 10/1012D17 Approved Consul Exterior Doom (717) 385-IMO PE-02514 (TM 3174454 Subcabgory: Siding Exterior Door Aatembba boMgarCmkvd.com CompbMs Mehod: Evaluation Report from a Florida Registered Ardfbd or a Ucenesd Florida Professional Ekghrer Q-KW Assurance Answered fil Approved far ANAM gem Id( ProdratMede. NrmMror N,rM letoductDowarlindw commetummewpow IIn HVNZouwftivNz teal lemeae! 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12nirioiB No Yes No WA 143&gatx98&quot Florida Departinelt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLtla3il4i tuft Ender or Mae ywobn lmmuraww Contest anabe a LM� Wadded! By Revision 2017 Clbpay Surding Products Company Mark Weseerdold Imerelk Tel Services NA Gary Mawr Gehl Exterior Doors (543) 770-Wa2 Inc. (513) 5104M autiCaill Sectional Essror Door Assemblies, nayset$rneldtebpsy- Comprrwo Maill Certification Mark a Using Pop of 15G019 20 20 DAY ton 2& ValidaWl Submitted I= Awwroval Amroved Awn IIr4 017 08/102017 12105/2017 Approved AoproMd for UK Aameld for JrAld Dealing Sol Product Mode. NLmdw err Memo R hNVN2! t2Ykkk KvNi Bohm PU- 85 O86 W549 PAN-21F153: 73, 75, 84A, 94, 42, 48, 42B, 486, Stec Pan (thin, 25 ga.) Sbgl&�Csr (up to WOO wlde) 0512112078 No Yss No +38 PSFl42 4RST, al Goss, GRSS, ARSS, EDSS WINDCODEW74; WS Garage Door PSF F rodt MW verld Idel�llllg Revision 2017 PGT Industrial Category: Windows Su iCalsol Single Hung Compines Wtlnnd: Cemflufbn Mark or LWteg FLIMMIll Products aed an 7 Sill (Large Min* I npsd) Florida Department of Business & Professorial Regulation Pap 10 Building Codes and Standards l b20 Product Approval Application Detail E I 20 21M Dab PUMOM Rile gl(es0 E9hfeser3lICOM lmlltlatad.®L YtEddal ahtrstltad P92miroml Ahatmal stain Dean Rood MIem4Dade ECCO-CER MW.LDade B000-VAL 12202017 12I0812017 12125I2017 Approved (941)488-0100 (lab) 315-2590 druarkilipatlMes6bs.can gl Aotoovedfor Use leraei P a0 DIM In HNM lRQS Best presents, Vmyl Shgb Hung WInd" o7awwo Yes, Yea Yes WA Florida Departrent of Business & Professional Regulation Pep + d l Building Codes and Standards 15rm+e Product Approval Application Detall PLOM471 221111 Er W or iota 1111119 RdLb"m go ime Version ttamdehe[ Contact Eoal�& Lk� V■sldeed 9, Validated Awml 4d FM Apseerld Approval so" Revision 2017 PGT bldushbs Dean Roar: Mlad-Dads SCCO-CER MbmlWCO-VAL 121062017 11/1UMV 121092017 Approved caftal Windows (941)48g4700 (786) 315.25N Subca egay: Muaons dmarkQpptiMuableLcom Compliance Matlrd. Certification Mark or us" RLa2a1.M1 Pmdueb Coal Amu nMe Aggroved for Use A!!owovocift Un law Bell and toHVHZ orMMeHVN2 P.[ 1 MuBoun ibrAr Does aid Whdo sit Aluminum Mulsoma 0526=1 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page 1 a 1 Building Codes and Standards 15no+e Product Approval Application Odell l r1lida F I2w lees tabPWMNm 210 lmt Vxfm mmndbawm 229= Erh�3L Wilson By MOM alb FIND Apa[mat Akamnal atahM Revision 2D17 Therme-TN Corporal Rick Wright National Aopadgatlon & Ryan J. King, P.E. 12202017 09I2112017 12/22t2017 Approved Category: Eded" Doom (419) 298-1740 Management Institute (813) 767-05M SubCalegorylSwinging ExhirlorpoorAWembIM r1dosenvbMgoemu6mt& Ctonpsance MamOd: Cer lastim Mork or Lh V Corti FL"5225-PA Products Idles A2J1rwin.1d.for !Use M9 2MM at" CoDlrsotEt taHVHZ GoalHYlZ Bhagat Rmlers 6 e. &quotSmoc"Wr6quot and &quotBenchmwk by 61 and 8n) Opaque and Glued FibWolw Door with 120311=1 No Yes NO WA Therms-Tru&rNa; and without SWOO M. IMwag aM Ouhwing Florida Department of Business & Professional Regulation Palo I of Building Codes and Standards 115010 Product Approval Application Odell FLtl&LiP�ki Soda JEflhLat Igo 20 Dab P�Kl- 2ik Prnrt Varslm ! r EsfoetA.L weeeway &nYdfal Submittal FllAllame Ak2nolal alley Revd 2017 MI V Viols and Doors Brem SMrger Luis Roberto Loma Steven M. Won, PE 081132017 OBH 1Y2017 081 WOW 10/10/2017 Approved Campy: Exterior Doan (717) 385l PE412514 (717) 317.84N SubCaegory: SOdmg Exterior Door Assemblies bs"remiwd.00m Compbnce Vital Evaluation Report from a Florida Registered Archbd or a Lbound Florida Probational Engmear glad PmducrModelNumber orName Product Dosewhadon Contrast Exwmwn Oda InHYlS oubmb HVHZ Resident 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX, XO, XX 1213112018 No Yes No WA 956tpiclO 80&quot; NON -REINFORCED PLAS14t2a 211511 Mulls Version Funufoh M Revision 2017 POT lndu*" COMM: Exterior Doom S raCabgory: Siding Exterior DoorAMembllss Canpaaioe Matlwdl CeNbaW n Mork or Ling R861.s2a Pmarren ae;a 10 SL9D•9570 (Large Mal irr"co Florida Department of Business & Professional Regulation sip, a 1 Building Codes and Standards Product Approval Application Detail gmtaH Em�&Lloonso Yataatai®1 Yaatlfal atOmead Fill Approved mBmyed Mae Dean Runk Mamd-Dods BOCO-CER MIsmil BCCO-VAL IV2134417 11n812017 12a6I2017 Approved (941) 486-0/00 VB8) 316-2590 dmerkillipg9MusMa.com Gull Aoorovalfor Amlm dforU" Imes& Deal Vinyl SMtep Glace Door 04/142021 YM Yes Yes WA Florida Depattrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail POWI&I 15201e Fr OIS21s_sa Csfk Effal 20 Do Deb pwwh a 20 ma Vandw Man Cement Enalreser A License, V.Imdwsy YEAdabd Submitted IM1CAmmel Amoamd atahM Revision 2017 Clopay Building Products Company Mee WaaserMld In1e l Testing Servkas NA, Gary plusher 11r2lil 08/1012017 12/0872017 Approved Category: Exterior Doors (513) 7704M Irtb. (513) 51 a4550 aubCWgwy. Sectional Exterior Door Assemblies fee sbreldedoWY.com CoopBrrea kbdm*. CerMeation Mark or Llabng Aoorovedforlles Astound for use Imesf Deal phhad paneled- Sant DsdoatE a 1nHVHZ DMZ BwYam pounds102 102 W6.78 PAN-2F133: 73, 78, 84A, 94, 42, 49, 426, 48a, Soma Pan (min. 25 g&) DouMsCer (97 to 182' 052120211 No Yes No +37 PSF/-41 4RSl SRST, Goss, GRSS, ARSE, EDSS vrps) WN)OOOE&1174; M Garage Door PSF nut lua VeNai unenu ui Dubll a rnures5rr7nal Reguiation Building Codes and Standards Product Approval Application Detail Page 101 12h2/2018 cam. Entity or PAL plk Date? -din, 2AL 7J(9.4 Version Manufacturer Enalneer&License Validated ev C.A-ml Corded YaLLdattd Submitted Approved §laid% Revk&ion 2017 Ml Windows and Doom Brent Stills er Amen -Architectural SIa nM. do PE Ot/212018 01/032018 9 vat V. h, .. ,.. 01/22/2018 A d PPrP9e. Cse00ry. 4vindows (717)368-3300 Merndaclumm Association (717)317-8454 Subcategory: Horizontal Slider hsrllhger@m".com Compilance Method Certmcslon Mark or Usrng Sean Product Modal. Number or Nuns 0udlWAssurance Aooroved for Use Aeorovedfor Uce Product Deserotl on Comract Exolr;flora DaM 1D,f VHZ outside HVF2 1,-t Dealan Resistant Prenun 1 HS 108 Fin and Florida Fresns. 73x621nocterad Glass. 02/192019 No Yes. No +65/•55 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dettll Pap i of 1 I 1=18 I9t&d]54Ra Cotle P.�Lg iota ntta mtaPanel 20 Do Version OYrstions- Coale& EmtaeL&Llena Wall Varier AMIMSM FOC Axesmyed Aam9xad AMR Revision 2017 Jkmes Handle Building Products, Inc. MgMang Zhu Ronald 1, Cosines John Southard, P.E. 0825/2017 OB/09/L017 0aaS2D17 10110/2017 Approved Cabe": Pal Was; (WO) 3490V PE-24121 (052) 387-25" Su oCall Sk kg pingergsriu®Nmesher Compliance Maanod Evaluation Report Bwna dle.com Flords Registered Archbd a a Licensed Florida Piobsslonal Engkrer FI QUSM Aklem as one Aoerernal,tor !mass& gem 1291 E12111 Ptodud Content Enamel DA, n FIVM D Pift� 1 Cam Lap Siding fmertwmernt t$p aping 121312020 Yes Yee WA WA N 0 Q- O .� c U Q Cn O co '^ VJ O Q O Q O 2 W O CU O .Ln w O L .L CU 0 .� �/�/�� VJ Q. 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Numbor or Kim 2 HarO"Ptsmk Lap s ding Florida Department of Business & Professional Regulation Pegs I de Building Codes and Standards vsm/s Product Approval Application Detail on mL4[ iota 21K mb pw titan 21h RMlad Emlmetilkews Ywddm ml Vw od mammd FINDAmrsvel Aoorse>ud AMR Ptegshang Zhu Ronald 1. 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Udch, PE 102&2017 i&162017 10282017 12M2/2017 Approved Revision 2017 POT industries Dean Ruch Ulan -Dods BCCO - CER K%MW3*0 SOLO - VAL 1210=17 11116M17 12fD9/T017 Approved (717) 365-M PE-62514 (717) 317-8454 Comm: WrMows (0611) 488-0100 (78ey 315-26M bsbnp*mWoom SubCabpa in Muams dnurkilippaMueelecoom Caprice MWwd: Ceresation Mad or LkSng FLM14HI Products .flat QueftitAssurance Approved for Use ARmrovedfor ltr1 ID.IaQIZ l�.NVHZ ln=d 21" Ballaw 1hesMlrs Closing Assum— AuDaroved forUse in. g,+sewmnm l� l� D;eskAWd 1 Mukkms lorA1 Doom and vNndowa Aluminum Muams oww'e 21 Y" Y" Yes NIA wrtlal Alumhwm Muaon 12GI12018 No Yet Y" WA Florida Department of Business & Professional Regulation Page i or i Building Codes and Standards Inm/8 Product Approval Application Detall "31124M Retie EIRm(a little Met DAN.Cm.Op data Ira Version Lftrmdadu Sdmtad eoolesM & u9mM wildabtl sr Validated lmnlw MAMrsrd Apprmtd DIMpa Revision 2017 Jam" Nird" Building Products, Inc. Pkpeheng Zhu Ronald 1. Cgawa John Southard, P.E. 082512017 0810MI7 06282017 1011012017 Approved category: paid visas (90M 349-2027 PE-24121 (352) 367-M SubCangohn aWkg pi g"Quidru@jerBeher t:oaipaance tlatliod: Evateklon Reporthom a d".ccm Florida Registered AmhhW or a Lieelsed Florida Professkmal Elgkc.r AHmifinedfor tin H= Rmdm E1at Pnxknt Model. 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Category: 6blldl orrma U.C. cawpory: 8trucural Components (253) 9248175 SuhCWgory: Troy Planes dwertil"Lwm SnbCatepory: True Pinto Truss Pint dwar &WILo80 dwertarmlcem (205) 590-9800 SubCategary: Engineered Lumber RobsrLBaysrtnaweysda Conplpnp Mehod Evaluation Report from a chkarplionceM tho h EvaluationReport from a I I , Report from a ath ar.mm Product Evaluation Erdily Produces Product �pNa uct Evaluation Entity Aar A Use Men BffitII�PFLN1974U QuidibrAsuffronca A Use A�for Law m1 gadro PI,aa2T41 Pradree Aggmlalktlns Immct Patios lag ProdxdModetNunWrsMeme In Z gonklQtHYHi Bs Piers slant Product Model. Number rr} �� In HVHZ DUN* PNNM AMA Pm9uanMaeLNanhuaName Product Doncricbm contradsxowmmogb IDt021i S Bt.kfua Proom 4 Ml 20 go, trues connector plain o1A12023 Yes Ya N/A WA 5 MT20HS 20 ga. high strength trues connector pinto 011012023 YN Yen WA WA 1 MWONM LVL Lemhated Veaer Lurmw 031311019 No Yes WA WA ANMLQMO smmh Cdb& SsMSASfft& Florida Department of Business & Professional Regulation Pegs 1 d I Budding Codes and Standards 1155we Product Approval Applloadon Detail FLIG627-TS Sme Verse. ValidaedEy Yam al FOCAg�W Ao®�ag AMR Revision 2017 VNryahaceer Rob Boywln ICC Evaluation Service, LLC Johann A. Rothman, P.E. 0617=17 0W201T017 071032017 Approved Ca%"T. Sh1WIL1111 Compenams (253) 924-6478 (608) 539.1344 Subcategory: Engineered Lumber RobertBakdalinaamysma compllance Method: Eweation Report from a weer.wm Product Evaluation Entity Hany4to2mdud. Aoprwed for Use l� l� AMA ProrluetModel. NumbWsName P�hll In1fl0K gattid tlYlii 1 pn curt 3 TlmtefSt end LSL Lemegad Should Lumber 03131=19 No Ya WA WA Florida Department of Business & Professional Regulation Pepe 1 orl Building Codes and Standards 1/6rm1a Product Approval Application Detail cafe EhmgL 9r grit gek Dab Poodht Brie. mme Varese. musilealge cannot EoaloaCA.LMm ValklAw 1W VANram awn0d FW AtamYri Ara carml Aida RWWom 2017 Commercial Concrete ProduCw,ha Robert Glen, THUYH.HUYNH John Hoy 101142017 10113=17 t02812017 12112=17 Approved Caegory: stmmb" Component (813).859-3707 PE-MI22 (3b2)585-5311 Subcategory: Products Introduced as a Raul of pence dig.Wayabco.com Now Tadholoi Compliance Method: Evaluation Report tam a Florida Registered Archewt or a Lfansed Florida n1N774gm Products Professional Engloo, No Pro&ntMo&LNanbwsNeme Product Dolartallon Gantroalt Exalradan Dab In HVtM Outside HVHZ Resistant IT!!sllre 1 QveMy Precean or Convmrdal carone Products Precut and Pm►teeeed Concmw Lis" g61252024 No Ya WA WA W.a9274a gale Sme Yellen meadislrM Revision 2017 Wymltrowser Coegay; Structural Components SabCans9cry: Engineered Lumber Compliance Method: Evaluation Report from a Product EvaluWan Eni PI.a927.4M Predreb $a.B Pmftallodg.11 mbeforNmM 4 TJ Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps 1 d 1 1f62018 EotlkLa)[ gal gent DiftPora nor Lick contact t YYNNEIDt Yam awmlld FWAugrovrel Approved Am" Rob Bokhaln 100 Evaluation Service, LLC Janes A. Rothman, P.E. 01%*=17 051202017 07/032017 Approved (263) 924.6470 (608) 839-1344 RotArtBaltheInGbasyserho euw.cem Quaft Assurance Aornwad for Approved for Um Ism Dolan ProdUCtMoloolodW contract Expiration Deb 111M gulf HVHZ Bablct Plaare Structural Composite Lumber or Oriented Strand 03131=19 No Yet WA WA beam Ran Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 2 32BR01a Code Erhty a Did. Data Date Pendlnu we 1k2 version Manufacturer Contact Elwinw&License Validated By Validated Submitted FBCAporoval Approved status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12JI212017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 Subcategory: Metal Rooting InfaCgulfcoastsupply.com Compliant. Method: Evaluation Report from a Flodda Registered Architect or a Licensed Florida Professional Engineer e u rr . ., ,,. -. ,`y-,!', �..F'. 7 Y S�.kt",..'s, 1, .,.�%'.'' t. ;'--, 3., .$. ,. T"t, A� .'.r ;'=k f'.. ... -'.> ,' ,S, ..Gf.. ,;f . .n. Sea# Product Model. Number or Name Product Oescrlptlon Quality Assurance CDJarad FxdratlM Data AonriIn HVHZ Use Aoutside KV IUZ a I� Pros.. 1 0.032&qud; AJuminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ ever 15/32&qud; Plywood -108.SPSF 2 0.032&quo, Aluminum Gulf Lok Mn 0.032&Wmd; Aluminum Gulf Lok 16&quot; Wide 041122024 No Yes N/A +N/A/ Roof Panel over 15132&quct Plywood -116.OPSF 3 1&qud; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&quoit wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.6PS war I Sf=qud; Plywood 4 1&quop 24ga. Vem.Loc 1&quot; Vera.Loc 24ga 16.5&qud; Wide Roof Papal 04/122024 Yes Yes N/A +N/A/ over 15/32&qud; Plywood -138.5PSF 5 1&quot; Verml-oc.032&quot; Aluminum 1&quot; VersaLoc min.032&quo, AJuminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.OPSF 6 1.5&qud; 24ga. Gull Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Rod 04/1212024 Yes Yes N/A +N/A/ Panel over 15132&qud; Plywood -118.OPSF 7 1.5&quot, 249a. VersaLoc 1.5&,quoh Vers.Loc min 24ga. 16&quot; wide Roof 0411212024 Yes Yes N/A +N/A/ Panel over 15132&qud; Plywood -123.5PSF 8 2&quota 24ga. MegeLec - Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +N/Al Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 16&quot, Wide war 15/32&quota 0411M024 No Yes N/A +NIA/-96.7PSF Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seem 16&quot; Wide Roof Panel 04/122024 No Yes N/A +N/AA93.5PSF war 1x4 Wood Pudins war 15/328quot; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Sam, 1 3/4&quct; Snap Look, 04/1212024 No Yes N/A +N/A/ 18&Witt Wide Roof Panel over I5/32&quot; Plywood -108.5PSF 12 26 Gar 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel war 15/32&quot; 04/122024 Yes Yes NIA +N/A/ Plywood 13 26 Ga. 5V Crimp Min 26 Ga- 5V Crimp over 1 M2&quot; Plywood 04/122024 No Yes N/A +156.5PSF N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04IM024 No Yes NIA +N/A/ Pudins over 15/328quot; Plywood -156.5PSF 15 26 Ga. Gulf Laic Min 26 Ga. Gulf Lok 16&qud; Woe Rod Panel over 04/12/2024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/I22024 No Yes N/A +N/A/-63.5PSF 15/32&Wct; Plywood 17 26 Ga. GuffPSR Mn 26 Ga. Gulf PBR Rod Panel war 15/12&quot; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. I of I 1412018 FLaa274M gall Enft co Rik 20t OVA Pending gal ems Verekn miestagaigat geam EmlooLiLh- 3mudelarl YaBOaktl fit m F=Aoamml Armmal Ama Revision 2017 Vyaysdrrwar Rob Baldwin [CC Evauotion Service, LLC James A. Rothman, P.E. 08222017 81112W2017 071U32017 Approved Category: Structural Componenta (253) OZI.6478 (608) 839.1344 Subcategory! EngYmared L1n16e Robert.Baywklaweyarba companion, Mad" Evaluation Report tom a aar.cem Product Evaluation Enft Quaft Assurance Approved for this Approved for lM atonal nimm in# ProdueLMaeL Numbersiaae. I.HrHz oubwo m Baum Ptommm 5 Wft*rhoawW Rim Board Odenwd 80*0 Board Rim Board 03/312019 No Yes WA WA anmLqua Florida Department of Business & Professional Regulation P.g.2.0 Building Codes and Standards 32812016 Product Approval Application Detail 111 # Product Model. Number or Norma Duality Product Description Contract Assurance Expiration Date Approved for Use IryFLEM Approved for Use Outside HVHZ I.Geffi Resistant Design Prmure 16 26 Ga. GUHPBR Min 26 Ga. Gu1fPBR Rod Panel over 1x4 WSW 04/122024 Yes Yes N/A +N/Al Pudins over 15/32&quot; Plywood -151.7PSF 19 26 Ga. GUItPBR Min 26 Ga. Gu1fPBR over 15412&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuI1PBR - Min 26 Ga. GuttPBR over 1x4 Wood Pudns over 041122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. GuIfRlb Min 26 Ga. GulfRib over 10 Wood Pudins over 041122024 No Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Go. GulfRib Min 26 Ga. GulfRib over 15/32&quct; Plywood 04/122024 No Yes N/A +N/A/ A59.2PSF 23 26 Ga. GulfRib Min 26Ga. GDIfRib over 15/32&quoit Plywood 04/122624 Yes Yes N/A +N/A/ 24 26 Ga. GulfRib Min 26 Ga. GUHRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +I592PSF N/A/ 15/32&qud; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29Ga. Gu"Rlb over ix4 Wood Pudins war 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -123.5PSF 26 29 Ga. GuffRIb Min 29 Ga. GplfRlb over 15f32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. Gulfft Min 29 Ga. GulfRib over 1x4 Wood Pudlns war 04/122024 No Yes N/A N/A/ 7/16&qud; O.S.B. -101.OPSF 28 29 Go. GulfRib Min 29 Go. GutfRib over 1/168quop O.S.B. 04/12/2624 No Yes N/A +N/A/ -118.OPSF Search Criteria Code Version: 2017 FL#: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appllcadon Status: ALL Compliance Method: ALL Quality Assurance EMlty Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Dore To: ALL ""94t$ 9991 ems Version ek shah x Revision 2017 MIN BUNRV Comp manta Group m0 Date": Shooting Compoams Subcategory: Trove Plain compliance Methprk Evaluation Report from a Product Evaluation Entity AMA ProductMocbL 3 net aCGIApino Tmlox Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail Eirift or S1mlrA E Lb� YtatlWYlac StuartLewis IOC Evauation Service, LLC VAkm M. Ranieri, PE (847) 9164473 (407) 681-1017 elowlaaatplualthuxom Pegs 1 Of 1 I/&2016 gal gee Dom PerAm Pak YlalriNl Submitted Pag.doorelal AIWIoved akha Willi 011072017 09212017 Approved AamvedFor Use Approved for Intact 21" Product Doaddongwkl2m2ft In HVHZ Out ho HVHZ Bethel Ptmsa Matg Connector Piste 12/312022 Yen Yes WA WA Florida Department of Business & Professional Regulation pegs d d I Budding Codes and Standards 11154,018 Product Approval Application Detail FL 2aa FetmL9r grit atria Dom POTARM grip. mme Vereseo Vissiado[ contact aool-aMl mgma" Mod" aLamBal FIND A,-V i Agg®a1 alga Revision 2017 MTek Industrial Inc. David Wert ICC Evaluation Seuvlea, LLC 100 EvaluWon Swvloo, 10/1920/7 10119=17 10/22/2017 Approved Category: Structural components (314) 861-7480 LLC. Subtoeegory: Tract Piano dwertand.com (205) 59941800 Canplwnoo ill~ Evaluation Report from a Product Evaluation Err*gouLasomm salt product Modal NumberorNome AaIfgYW�.Use Aopromd�.IW Ill Golan, In WAR culotte Pressure 3 MrieHs 16 ga. high strength truce cenneebrplto 0VoIr 23 Yes Yoe WA WA mmmLLg dwk Florida Department of Business & Professional Regulation Pepe 1 of I Budding Codes and Standards 1/52018 Product Approval Application Detail I$. rim raft W gal gone Dow PWKWN gel. mme Ymian mamas Gorilla Yeffidaledby YANod ElAmlllet FICAogtural Aaonatd alga Revision 2017 LVairefhauaer Rob Beyann ICC Evaluation Service, LLC James A Rothman, P.E. OS222017 061202017 07/03=17 Approved coegory. structural Components (263) 924.8478 (808) 839.1344 subcoegory: Engineered Lumber RobartBadwinaweyede Compliance Mloduark Evaluation Raped from a euser.com Product Evakfetion Enft PllIa27-M Pxedrcb Dlga ProduaaMloeal.NunbersName �LAMLIm- Approved .falM �ffi9ne IMRW gases In Outside HVHZ Baklri Pleasure 2 Pamlarn PSL Parallel Strand. Lumber D313112019 No Yea WA WA Florida Department of Busness & Professional Regulation Pope 1 d I Building Codes and Standards 115 018 Product Approval Application Detail FLMS O Sells EetaL9[ gal grit g» Ilk mm Vender, llmi�hlK � Ye.Mlg a,ahmatl FOCAurosnl Araraatl stets Revhyn 2017 CA 17-CRETE USA, Ire, Craig Perrone Mwmi-0ede BCCO-CER MwmFOeds BCCO-VAL 11H4=17 1011B2017 110=7 Approved Category: St uduml Components (813) 821.4841 (786) 316d590 Subcategory: Products Introduced as a Raul of cpemmacaulcrsw.corn None Tarymoygy Compliance M~. C.Nkaflm Mark or Us" 8 Aparevamfor Use Approved Apr Unis Imaas RIWM alga Product Model. Notabor Product Devandeban ConhadExpIMUMOSM In HVHZ HVHE l Pm Ft 1 High Sberglh concede Lin" 4, 6, S. and 12 Inch wide eneis 0W112018 Ya YM WA WA ) -4--n N N W 0 }a CU 0-0 C/)� O O C EL O O W 0 C6 U- 0 .� v! L 0 Q F ♦V -0 .� r^ 2 VJ z z LU J V C: O co U U) O W O L M U O Lem Vi W cw C Z Z Q J is I SHEET NO. PR 1. 3 r r ,a,