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HomeMy WebLinkAbout3229 Kresterbrooke Ln3 v 2 Cl- N O N r` co O d- I a rn v N O J co CN I 00 Uf WA o� — T _ -- _ - E a � � FF7 a ❑❑DCT El■[7E1 E1:1 El E F1771 [::] FD E E E:1 0 ❑ E��E�0 FDFEIFE71 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV orAbv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection or C.T. Ceramic Tile or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DIN or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EXT or Ext. Exterior EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor 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 GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb 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 KNVALL or KlWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear a LL Lintel Length LT Laundry Tub MAT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAG or Rag. Return Air Grill RAD or Rad. Radius 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 or R/S or R&S Rod and Shelf SD or SD. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications 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 T.O.B. Thicken TOB or O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDRorWDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 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 REVISIONS 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 FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 providing documents that these documents be accurate, rovidin Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding' the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. AttR� R V�� CODES" F DA DOMPw°,n ' JKi2VAfLWG Igor® TI L p 'aI�91 0iN r Iry # `� NATIO.r CO. ANU �` N8 x4, �Wr S � p - , ORDf CITY OF-iVIRM) �t ,Y T � 1941 0 � o z U) CZ V) C9 c � w CL5 � •0 w Lu m LU h — 8 N M 13, [2-0 M CO N O O cV � u. 00 C o Q 0 5 o- o av rn Q o NO � •� Y h N Z LUO M 6Z a W W u Z wN . 9 a a 0 C CP � gSpp a "W7 a Q o ��o N .�° ° w} ;� •` iss •` ' F ES 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 Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ Za fa Lu ix Uzoo ¢ < OWZ 02 F_ J aw0OD O u u' N / \ LU IJJ O L Q LLI ♦- z z �Z Z U) Cc:4 Z > :JLu V = T'I 9 �Oo L L, U0.OK -i zu�Z1;� - ¢ a�0� Z Z �'°�P *-� 0 w w =aZ J r-I LU cn F u fV Q Z a o dam' z �oo Cal4Z 0 (�LU `0 LUZ Z a E .--I .7 a to o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. C S CD V zCY) 0 a z CO z� n U) z V) CD Q) W C6 � 'U — OW Of �C3 v 0� m W f— U wig N M C C)(((JJJ (�`U 'fC�7 M _ U O o 0 L LL !� Ocy) 7 co N QO m Q O B D® N C B D C N 10 b N Zh N Z W M N m Z ii � LL p � Gcl w M W N N w LL V > C- ° ��� Z 0 to COW ILL �f 1Cj • 1� U1 W s �` FEW V. 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 Lo z ¢ za� �F �zo0 zWW z �0zz � N 0Ln J L U m L Q L CU (�L Er Z Z r8 z > z a LL O �3 C G ) LL p 0 = Z a LU �LU T� • Y LU -j fob U C) os z � �o�� W Lr) 6i 6 O Q Z RFzo ~o $ Z N Z CYZ ao o M W O 00 Z G( J W = J z of rn .—i a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 1.0 9'-11 8 Z-83" 4 MIRROR 9 MIRROR 9 00 50 9 tTt- 00 9 : 0 L L—j OWNER'S BATH OWNER'S BATH BATH 2 O Zi co CV 00 7 9 9 ao CD, HOOD LU E Cl) (D E 9 9 9 N CO co 16 J11 Z DW 9 9 9 OPT. REF RANGE I KITCHEN ISLAND KITCHEN KITCHEN O INTERIOR ELEVATIONS - SCALE: 1/2"=1'-O" (D V Q0 nj C3 V) (D Q) CUj—/:) +--j LU 0 E un M C� LLJ a) E r 8 aj O2 'c cli cil < 0 U) 5. C5 Cn LO AlI N,C B,D I DID. oo Um C' CCR ;z 't z LU ct ED z 0 z LLM LL, 0 744 :2 < -t kt'y //W#( Ilk '�"N 'ee;, d'� 0 0 To the best of the Engineers knowledge, information and belief , 02 ~I Q 00 �I E 0 S 91■ 0 d N. HEEL 12 5� 12 �5 T.O.M. HDR HGT. - TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� F. FL. ` T ---- —---1--------------------- 12 7�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" - - - - - - - -- - - - - - - - -- i/ --- 11 DEDEEIDE11:1 UE E1E:1E:1EFD_1M1:1D fly0 [711uF0_1 14'-0" RIDGE VENT 12 zz:::�J5 15'-0" RIDGE VENT FRONT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N• --_ F.FL. ----------- I --------------------------------------------------------------------------------------------------------------------------------- [— SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al SCALE: 1 /4"=1' 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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions 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 SO. IN. OF NET FREE AREA / SO. FT. = > z� z� Ci- U) z V) � C w (DOO Q •V — O "-' is � N o m N w N M r1 CO N 0 =Rio 9? -0 ("MJ OO O c� � 0 0 o ¢ rn o-o 5 rn Q o B D® N C ...0 N 10 o U) Z W 2n J] W 0. U1 UQ io L�_g Z 0 2 _�?5 LL o 0 H wc � W wat+.FnQ .co �S E a z N < 0 :r y. '•, O fa •, ,•' ••Oe O F' S t pR E S, � 'tWffitt tat'k 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. A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z 0 wo z d W fF Z Wa�� �zo0 O Z �U :Dz �-0�w apm O ceo A '�` V W FW N L W J I8 LU z� r � W a U f Z M O 0 a J W U _ Q µ1he 411 Xraa O U 0.,., Q O O Z W W °O O CRd2� L U J In r-+l LLI lJ.! 0 c z o N t- u u Q z z Z t zo m O 06 Z g UJ = 0 -z ,--I a cn s SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION No' 4n0 SHEET NO. 3.1 Do 0 Eo 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N. TC)M — c a 12 5� 15'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 14'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 �5 REAR ELEVATION - Al T.O.M. HDRHGT.4-4, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED 1'-0" CEMENTICIOUS TEXTURED ON C.M.U. CEMENTICIOUS ON IOUS FINISH 2 0 (TMP) FINISH ON C.M.U. (TYP. ) -------------- 0 CV to W RIGHT ELEVATION - Al - SCALE: 1 /4"=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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. UI �_ Z M 0 — o z�z -i a E3 U) (In (D w °U — pw o C) o Cl) CO N w � E — ar r> tm M co N C) _O r"o°Oo o �L rn Q 71 rn Q o AI B D• N C H D C � I N N m z W �N�Z � z RU U) Ili_ J C a =Z ~o . Lcl w W o E9� o 6 d fp •' % W '. 0. •. F� :: `!Z1 %��✓✓j,�a'� O F E S S\O\\ \\N �'�°'f►r►Init►u����� 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. L N A R 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o 171 �a LLJ z'L f a:CL z O w 0 oo� Q z S J o-w� 1 Ovw w m V O J ZZ i ^Q LL z LOU Ce z C \� 3 J T Q o G V Q Jlw. W fo w5zma 1,�V Z a Z Q¢wn: E $°fu- z Z Cr �Je 2 W J L0 ri Q 6i z aLu Z o u N z aZ m 0o z g � �o� W o = T__1 12 Ul o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.2 0 co 2" 1 c� N 2" iv oo 1• VARIES *NOTE: TO BE ONLY WHEN USED i� REQUIRED BY COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING 2" 2" 1'-10" =,N N - 12" CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS 4 1'-54„ 1/2" RADIUSI 4" VARIES VARIES = C'' Ma CAP iv 1 1" 1,4„ 0 M 7 iv 22 , 12 1 1/2" RADIUS VARIES VARIES ^TN 1, 1'-4" 1„ 4" 13„ 3a,4 Al _ _� Co HIV r rTv 1„ 1„ 3 WlN �v �00 „ SIN 3 'Ic 3„ 3„ 4 4 r M� VARIES ,,, z 12 �„ z 32 11" 32" 1" 1" 1,_8„ 1" 2 1/2" RADIUS BASE in r CD iv BASE 4 i 12, "NOTE: VARIES 6 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2' EDGE OF OPENING 2 „ 1'-6" 1" 19 24" • - 0 CV 1-1/2" THICK 1-1/2" THICK L L 101, �4„ -I� IN rl<l C'7 V " 106 „ iv 3„ 4 2 N 2„ 4„ 3„ 6„ 2„ 2„ iv w c`Y w X > �M 24, 1-1/2" THICK 32" M 2'-4" 52" _ 00 IN 4 V-4„ 3„ N r a' 1" i2" VARIES VARIES f„ z w_ � TM I 22' VARIES VARIES 4„ 8„ �______ _ N I €v I 00 co i 'Qs `° �- M 32„ 3' �� �a �, 2' 44' KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING - - 00 KEYSTONE F11 OPTIONAL 3„ 3„ 4" 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" l I R44�„ d VARIES 2" O 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1,-4„ 101, 14 1-64 14" o 12' 54" 2'_1" 1 `-12 54„ 7 V-4" Nlt C\1 1" 1„ O (O iV (V 00 O MM� • 1 " 1" R70„ 2 N� "'lll���--- M � - - GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH 21 Z M 0 o z z Q w 4--J � a .O LLJ ITO � C) o0 m W i - EO U N Cl) C N M N v N co O O ) >=� - rOq L lL co L Q cord- ¢ d A 1 B D® N C B D C N N U) O M (n W W MNZ � Z H .1 I ,l Lit - � A!" w LY ���= a V ¢ � N� CN o r Z a M ECP LU N Q CN'7 Q 4) O O U O WWW.FDSENG.COM 1:1 El 00 0 CV 0 CV CO 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. N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �o za fF w¢Q�o UZOO z V Q Z25 O W d 2: J W 2 CO O W LL N L Uj oo Z C } U 2: Z z z O �_ �w U 1� F— � 2W 9To � � S 0 J X i�ma L1J LL � O x Z< Nr -Z� z aaf q ZtLLI Z T I 2F C g g Z W Id.l a (W� l y = z J r-I a U InLU 8a< N Q Z gaz kto Z tj 9 z S Z = U) O 0o g rn �r-q a U7 0 SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. F1 a or_ a 0 0 C C J 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. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 11 #12 copper to 20 amp ckts 01 #10.2 copper to WH 10 #10-3 copperto Dryer METER MO2/0 or 4/0 SER Alu 2Ix amp 150 amp11 POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 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 co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and 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' if 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 DUPLEX OUTLET ABOVE COUNTER FPF WEATHERPROOF DUPLEX OUTLET W.P. S.D GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET C.M �• .� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iry EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH � SPEAKER (OPTIONAL) ^ ROUGH -IN FOR OPT. CEILING FAN v J <1 /> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN G3) (1) PHONE LINE, (1) DATA PORT i Y PA 0 CAFE 1 OWNER'S SW� ITE T 1 ' � � 1 / ROUGH -IN FOR / OPT, CLG. FAN/ LIGHT PRE -WIRE / u 1 1 FAMILY RM ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I U.C. OUTLET FOR DW U.C. OUTLET GFI r GFI C —---- ------- GF / r— —1 I I / I D.W. I I 1 L — — —J i INK / DIS vVITEH _ 1 PENDANT AS \ / PER SPECS \ _ / r / rn AC PAD / 3 GFI • [" DEDICATED RECEPTACLE WP H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS I OPT. REF. -_r RECEPT. FOR ALARM SYSTEM u VERIFY METER LOCATION WITH BUILDER H.B. IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. DH ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOO� GFI -GFI @ 44" A.F.F. I I I _ I I A I I L------------ GFI @ 44" ,IL A.F.F. 111MOPM I BEDROOM 2 /Z ROUGH -IN FOR C\ OPT. CLG. FAN/ LIGHT PRE -WIRED y D BEDF�O0M 3 S. E I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE E S. I I ENTRY . I WP j GFI I � BEDROOM 4 ROUGH -IN FOR 1- OPT. CLG. FAN/ vLIGHT PRE -WIRE MAIN FLOOR ELECTRICAL PLANT SCALE: %4"=1'-0" coLu 0 o Z Z Q 0- Z (D n'V) Q) cry tj 'U O`L ru /oJ O `v U mn e— 8 win m Co CO _ O o 0 (N L LL ib < O Q rn dO CL rn ¢ o A1 B D® N C B D• .__.-a- . 10 N �O Y ' goyM Z UA � N z U) �. =moo :7 Win V a Z Q Z C0 vI is o LL W Z 44 M N¢M A O v U O WWW.FDSENG.COM O N 0 N t0 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ w Z¢a f J E ce M E d f J Q o�R U V' uj N moo ^L, W ZZ Q U Z Z 5 LU J "� CU W Z ICE a w = O 9 O 1� O o00 0 LL z a"S uocea o a Q z Z a ^ 2 Z o;P Z air � <-ut5 c Y U Q �L/ 0 N G• Q Z �aZ l0 Z E- aZ O 11 �o Cal06 � Z 111 _ � ¢Jg SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. 4.0 A 02 a 00 2 E 0 x rn LZ co Ln w ATTIC VENTILATION CALCULATIONS - Al 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 by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators soffit ventilation ilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (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"=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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions 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 / SQ. FT. 0� Z M 0 o Z CO Z <c V cn c.7 w �V — O w t— o �� � o CD m Cr W I — cy)M M (` zoua CPOS 9? O Oo 0 00 �C rn in o 0 oQ --r v <n ¢ d B D. N `O .w OC V S �dz Z WAN� � z U) W 4 � a W 'LLs; a m zaCU ME LLV W N Q M A ` Arco s+d ❑ Li v • . C � r �0 •' yt "' t ,� I < d. '• p u• !o 1 fir�`�•fff'Pi6�I Ei4ia1°t\�����\ 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5Z W � Zd �F Q W U400 z ui rCy�L7 p W Z O'er J Y O "J� O LL A U w C' (A L Z O r U f > LI Z C V) � z O < J W U = rl J �g F- 0 o J LL8 O W�m� U � O ZgZ� fV a¢WLU w Q ^ W o� Z zLij rl Wo-o J Ln awW 8 LU � F g9F- N Q Z Paz *k Z tj 0 0 0 oo g = r- 1 ,—I a to o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 5.0 c c 00 5'- 6-48" 6'-0" TYP @ 1 STORY U.N.O. A S3 55'-10" 65'-0" 5' 7'- H.B.+ r-----------I- --- —: ° — — -- ° ---------T; BUILDER TO �— -------1 - 4'_0" 12'-1" W.H. PROVIDE APPLIANCE 2 #5 REBAR O 10' 0" ; : ; . : ; PROTECTION VERTICALS w/ in 1 WHEN REQUIRE IDI FILLED CELL PER gC 35`4' 20'-6" 3-1/2" MIN 3000 PSI CONC. SLAB FOR HERNANDO `�'N I T I • ' K � I � COUNTY ONLY CO S3 J S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-724" 4'-9" 4'-10" VAPOR BARRIER ■ : — CJ •GJIJ CJ 9 IT • — — — — — — •T — — — 1 — — — y11 T zo rn M • :.00 5'-3" 1'-10" 3'-6" CjI,V. 7 O I : I: 0 1 00 I I P� T. D -3 1/2" 2'-6"x2'-6"X1'-0jFTG G W/ (3) #5 E.W. S3 ; �•- _•_ _•- �T 3'-5" SLOPE� 7-1" (2) #5 REBAR ^ 2'-6" x 2'-6" x 1'-0" AHU I I VERTICALS w/ inA4�4- (3) #5'S E.W. TYP @ 1 STORY U.N.O. `" CC I S3 FILLED CELL S3 '• / S3 CJ CJ oP60 25'-10 28"-� ■ 2'-6"x2'-6"X1'-0" FTGW/ W/ (3) #5 E.W. - M INDICATES FILLED CELL w/ 3000 PSI I / PROVIDE /2 x 9" 'n CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB / / RECESS FOR FRT. DOOR - f,. I �-4" SLOPE G � in 4'-0" 4'-4" 4'-6" TYP @ ALL PLACES SHOWN / / HVAC CHASE TOP OF CONC./ PAVER T BE 4" DOWELS 5" EMBED / / BASED ON 0 0" BELOW FIN. FLR. ' HOOKED FTG1.� ■ ■ ■ ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 401 i / LOCATION 1 . • .. • • • • .. ' ......::::::::::::::::: / ; ::::::: STEEL" �.�.�.�.�.�.�.�.�.... / 4'-0" / i / 16'-10" 12'-10" b O LO STEPS AS I / / PROVIDE 1 %" RECESS r REQUIRED PER FIELD FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR / / OPT. .......... " " " " " " " " / LOW WALLS ics: 10'-104 : " " ' ..... CONDITIONS WIDTH / i ■CO - cii ��:1- REF. :i CJ-I}j •■ — - - �!� - - - - - - - -I------ ------ _ —!E _ �1 —_— --_--- - - - — — — — — ° I j TYP @ 1 I F I CHASE TO ISLANDICY ,.... �O t I 1 J STORY U.N.O. - iv o I I D.W. I .. lit A in r 00 / 1 LL __------- - 50 S3 �r � � I -3 1 /2" ( / i / SINK ! DISP / / t 0.0 16'-0" 2+ 4 6'-10" :: I :: ■ O 11, / I I •: I •• lj O H.B+ 54" V-98" - 3'-28" TYP @ 1 STORY U.N.O. A S3 5'-10" S-10" L 6'-0" L 6'-0" L 3-10" 1, 2'-104" L 5'-1164" L 5'-0" L 5'-4" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU z C CONTROL JOINT DETAIL SCALE: NTS •f v�' ,:; #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '•:,�;' '• ,� ' '� ;�; ' ; .' = BAR ONE FOR EA. • HORIZ. REBAR, TYP. • .. U.N.O. "Alternate: ,; • The reinf. bars shall be Cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS CD �_ z M O — O z� Q a V) z to CD w � p •0 LU Lh �o U �� 6-3LU N M m M C @O M — U _ O o04 - y L LL co O Y Q rn I` u7 av Q o Al B D D. "c N N W U) Z z IIIZ g 53 LLp rs1' W W-r'� N i w Lu a .Z E In z CtAf0 Q um Wt.,tt'tlo'�A/ii o ,Www. r,. ••.0000 ! t oro ep 0 °i F 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. L R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z ¢a �a z U Q � U400 Z 0 J =oZz a A O U{y�LLN 0] V) Zo /1 Lim � Q xz z z L Z OLL OJI U p� Z °moo T113J� OC iM-21 G U O g C N z<R¢J Z z ,—� 2o�o FyR ti J � rl LU �v gr< z �Qz ,- Z � �O Zrn m O 0o Z a J = � a f rn ,-1 a cn E SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION N0. 4nO SHEET NO. 6.0 13 (2) (2) A A A S3 v a v N 0 N NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS N 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. Q BEARING U.N.O. rn -o x N 0 co DD (2) A (2) (2) o A S3 A A i a Q N C a E E 0 S 0 c N l N L7 U E U V N •fl a a E O� ROOF FRAMINGPLAN SCALE: 14 U X31 CJ1�,MCJ3 CJ5 CJ5 EJ7 EJ7 •• A EJ7 EJ7 S3 EJ7 EJ7 I X (2) A EJ7 11 EJ7 :: 1 1 EJ7A : 1 i 1 EJ7 A 1 1 S3 EJ7A EJ7 EJ7A ERA • ' (2 EJ7A X I EJ7A EJ7A ,• EJ76 . • • Y I EJ7B CJ5B CJ3A rn C7 , J A U Q Q Q ¢ Q 4 m m ¢ U r •- m m N m : 04 w U Q Q Q Q ¢ ¢ Q d ¢ ¢ Q Q Q Q m m U U U U UPLIFT CONNECTION CROSS-REFERENCE 6/19/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 1/2" E META20 1450 7 -10d x 1 112" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 1 Od x 1 1!2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5l8"ANCH. / 18 10dx1-112 HTT4 2715 518"ANCH. / 20 10dx1.112 J HTT5 4350 3740 518" ANCH. 126 tOdx1-U2" HTT5 3225 5i8"ANCH.1(28)10dxt-112 K HD38 * 130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5!8" DIA. BOLTS t HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/$" DIA. BOLTS M HQ7B * 6645 5650 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** $ - 10d x 3" JUS26 1115l1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 172013125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1$50 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS BOLTS ..X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE. THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS 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 iB) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) ill} INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. I., a —o Z Q I� tJ� UI 4—i w Ow 0 -(D Lh Ln t- C.J o C00 ) m LLJ N M r- p C (O � M U � _ OC N o t/1 tom, LL �o ono B rn � o.� rn ¢ d A 1 ". 8D. Nv C B.D. N N �/� O N O M U) Z W M F09 LU Qj go Z 0 CD LL UA Vo - �Z � z° N _ ui 7 � ♦Y W � a � � c��Q W a 41 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www•LennarTampa.com 0 o< � za gF U Z U O ZUJa� J �ozz MELO CC LL Lu : J ao QL C ZO L.L G r U \ 4` E Z Q Z "C7 Z J Q 000 O O �N O o�o� Za¢7-a .✓ 1� w 4aw� Z w O X o z t� wa'(32� CC 8ta-1— G Q Z LLIo=Z ¢aO M z tqi O W LI..I J Z = a� � 6 g .—II a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4 ISO n0 SHEET N0. 7.0 UPLIFT CONNECTION CROSS-REFERENCE 6/19/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 1/2" E META20 1450 7 -10d x 1 112" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 1 Od x 1 1!2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5l8"ANCH. / 18 10dx1-112 HTT4 2715 518"ANCH. / 20 10dx1.112 J HTT5 4350 3740 518" ANCH. 126 tOdx1-U2" HTT5 3225 5i8"ANCH.1(28)10dxt-112 K HD38 * 130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5!8" DIA. BOLTS t HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/$" DIA. BOLTS M HQ7B * 6645 5650 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** $ - 10d x 3" JUS26 1115l1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 172013125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1$50 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS BOLTS ..X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE. THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS 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 iB) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) ill} INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. I., a —o Z Q I� tJ� UI 4—i w Ow 0 -(D Lh Ln t- C.J o C00 ) m LLJ N M r- p C (O � M U � _ OC N o t/1 tom, LL �o ono B rn � o.� rn ¢ d A 1 ". 8D. Nv C B.D. N N �/� O N O M U) Z W M F09 LU Qj go Z 0 CD LL UA Vo - �Z � z° N _ ui 7 � ♦Y W � a � � c��Q W a 41 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www•LennarTampa.com 0 o< � za gF U Z U O ZUJa� J �ozz MELO CC LL Lu : J ao QL C ZO L.L G r U \ 4` E Z Q Z "C7 Z J Q 000 O O �N O o�o� Za¢7-a .✓ 1� w 4aw� Z w O X o z t� wa'(32� CC 8ta-1— G Q Z LLIo=Z ¢aO M z tqi O W LI..I J Z = a� � 6 g .—II a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4 ISO n0 SHEET N0. 7.0 I., a —o Z Q I� tJ� UI 4—i w Ow 0 -(D Lh Ln t- C.J o C00 ) m LLJ N M r- p C (O � M U � _ OC N o t/1 tom, LL �o ono B rn � o.� rn ¢ d A 1 ". 8D. Nv C B.D. N N �/� O N O M U) Z W M F09 LU Qj go Z 0 CD LL UA Vo - �Z � z° N _ ui 7 � ♦Y W � a � � c��Q W a 41 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www•LennarTampa.com 0 o< � za gF U Z U O ZUJa� J �ozz MELO CC LL Lu : J ao QL C ZO L.L G r U \ 4` E Z Q Z "C7 Z J Q 000 O O �N O o�o� Za¢7-a .✓ 1� w 4aw� Z w O X o z t� wa'(32� CC 8ta-1— G Q Z LLIo=Z ¢aO M z tqi O W LI..I J Z = a� � 6 g .—II a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4 ISO n0 SHEET N0. 7.0 00 02 Q 00 2 E 0 x .5 0 " w GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.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 coati ng. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALIII' 8F441B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T FORM do GROUT SOLID CV O J #5 BAR CONT. 81`12-1 B/1 T „, V LINTEL DETAIL SCALE = N.T.S. Mimi TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a 8F16— B/1T a 10 iB tNOMINAL, QUANTITY OF v6 WIDTH #5 REBAR AT TOP NOMINA HEIGHT 2 O w x J 2 O Z 11 #5 REBAR ALTERNATE POWERS MIN. (1) REQ'D 47 C112LEAR STEEL LINTEL a O a p M.U. #5 REBAR AT TOP a ° c MIN. (1) REQ'D 4 1-1/2" CLEAR ° as a ° GROUT J = iY 5REBAR AT =�t~nw ` ° O BOTTOM OF a to z F LINTEL CAVITY w v rn N o —BOTTOM O X U O �- Z REINFORCING PROVIDED IN ¢ ¢ Cd Z "— in w 7-5/8"ACTUAL ' NOMINAL WIDTH LINTEL ¢ _' Cr 3:N (VARIES) r~n LnX 0- MATERIALS c�slintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ 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) D I D #5 REBAR AT E QL QAS INDICATED o o 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required 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 O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLANT SCALE: %4'=1'-0" C9 r Z o — o Z Q Z cii C9 cn rJJ °V — OLU m LJ — U N M ce) 0 co aj U O CD ll O Co co d0 rn Q 6 B D® X-C B D C N N � � b O M O] ONO Z W d 6 a d �z w z U) F o.s ww w W Q -g ° w LU�LL� V¢ w Za ra rn O Fa 0�(D oo U)MECP Z LL �f�q W a;tE€'rl011 VIiRi,FDSE i.COM ; `1 SIJE %CQ O y (-}`\\ ; FL Arr0FE S+SkwC 'd� 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z Z¢ za ¢ °d � w U 00 Z w Z �0wZZ .2 f W 0 � 0 Co @ < L Z Z > c z S Z 4� J W U T� V • CL u, 9 CFO .4 J LLJ � O U U, Z U�� Z<z� � N J W �a Q Ce o �-0 Z Z •—I 0 LLJ J Ll� r-i LU 2: Q LLJ ¢ Z Z o � ta- u 8~� z cD N l0 Z t YZ o o QZ In ¢UJ 0 06 J = r, SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4s0 SHEET NO. 8.0 02 a- rn it c CD s N 0 J cO C14 02 E i A, NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST; 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE A-C. MANY OF THE NEW N C CC 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAD) 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: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, 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 TRI1-14. 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE, AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2,1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 1.3. 2 NIT WEIGHT F .M. . BLOCK: 55 PSF U0 8 C U 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2,11.7. 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 FLIP 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 A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 13. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + ROOF ILL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 �„ 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: EWA MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 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) : 3112" 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.C. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =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. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, 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- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 ad. (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 I Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklersystems includin all risers and whin spray heads shall not be installed 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 - CQncrete ouerpou and mortar along the foundation perimeter must be removed be re extenor so; 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 licensed control company before a certificate of occupancy will be issued. a pest 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 =11 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 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: TO IT IS THE CONTRACTORS RESPONSIBILITYREVIEW W AL DRAWINGS BEFORE L CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" 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, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Q) G'_ o N L' ad aC U, c V) C_� L6wj V7 0 LU Vie ®s E opp i� rR M I0 m W o EE � (M � M O o 0 � L' LL.o 0 rn C, o rn ¢ d A1 BD ".D.0 N �O �N Z I- z W -V oa LU a to Z c O 0 E LLZ g E C Q LU N Q M A O V O WNt;cgtr�; N�G.COMd��A�Et 0 ?UVV 6� < , r? 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. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0Z 3� ¢f f F w¢atY u Qo�o Z U 4 =aWz tY J J f a O�.LLJ L Q W z Z z O Z N3 O c a V : U �w o <Y� IO J _J E O p - a U 0 N Cl) J Z¢4 Z <wi Qa�ig Z Z +-� 08�o �o-2 it a 2 ti w w 5 0 --I Uj Z ���v Ix Z lia z a<o Cal 06 :5 LU = a Z � I ,--I a cn s SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SIN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE , uJ + + + + + + 15/32" CDX _J + °� + 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ X++ + + +++ +++ + + + + + + + + + + ++++++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° x FILL CELL STD. 90° HOOK BOND BEAM rn w STD. 90° CONT. #5 BAR CONT. #5 I HOOK 17 BAR SIMPSC w/(22)' NAILS 1 5/8"II #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. � 4" max. 4_7 Clinch nails when \ possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls N wall or beam below.* require additional o consideration. Check local building code for appropriate Lor=20 Lc, details in One 10d box areas=20 of high sinker N lateral load. nail each side t 10'-0" at bearing. TANK -LESS W/H47 a CORNER OF HOME GARAGE SIDE 01 N CD J r a rb EI E 0 x H C G O O O 5'-0" co - a STUB -OUT FOR 1,_0„ o 0 0 GAS METER O r o 9 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c, Load bearing walls higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* t2�2j Q '/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block 10d nails SECTION @INT. BRG. WALL require additional consideration. Squash minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 6"" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 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 - BCI 6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-$d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 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 1 R TRUSS 'OP PLATE JIM 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 Joist When joists meet over wall, provide 1-1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I I—III-1 I I —I 1(— Nail with 10-10d nails. I nstall tight to top flange.SLEEVE THRU STEM• ° SEE PLAN FOR °• • .. FOUNDATION INFO a. e STEM FOUNDATION y r—GRADE—ocrr.rC OCC nr nur \ 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 p depth 1-JOISTS BUCKETS N.T.S. rvu unmac % rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @a 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE /� PLUMBING LINE r— U co � e 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. a ea G ° a a 4 ° c SEE FND. PLN. SIZE & REINF. �_ Z M IDCJ _ o Z Z C3 t.n 0 cn 'I-J w t� p Z — 0 w N ►— U 9 M o0 m w � 8 a) co~ m D M U ORifO N L u- <o ¢rn c°O0 5 Nao rna7r rnQ o B D. N N 03 �2 W �c^�aapz Z w z J op w w �LLo Us a LY V'= o 10 _� Z40=( a o 2-o,0 l gyp LL W Q cV ¢MC Q Q o U o i,,P G.Colm. E�/p ❑ V/x • (b —. d. . cor LU U O v ESSIN\ fff/i�IIII€E�t`ti 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 Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 06 5- Lu za az f� W¢°d, U400 CzZ owZ a Co A O�2o U W W N F�@ Lu L � W zO Y U 2:z ,.,/� I— a LL L (4 T—j Q o •"•/�� V aJa W _ C >W o�o 0 ._ �oau6 E �0 a O J r4 v) w",Q Q¢¢�� Q p rWLL W .+ / =<- - J rl L U 0 V' u SUJ0 N Q Z �Qz `O z 51 0 m rn 00 Z g 2 Jkn ¢ LU ,-I a U0 s SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SN 1 00 C=) O) i i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING „ TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 1!2 HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE X @ (2)16d TOE NAILS @EACH END (U.N.O.) " GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT, > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N_ CHAIRS (TYP.) `o _ "' ELEV. 0'-0" 2"0x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH OIL O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 ° ° ° (2) LAYERS TYPE I OR TYPE II ° a a ° A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH 2" WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT UNDERLAYMENTFOR ROOF PITCH 4:12 OR LESS. - I —I -�-I m I I=I I o ° APE, ° ° 0 a ° a ° aa °ELEV-0'-31/2" Z Q° a p° A.F.F. O 31/2" MIN. - -- 31/2" MIN. ,FOR SEE R905. PRE ENGINEERED WOOD @ 24" O.C. U.N.O. '-1I_T I I I ' - I � --— — 1 -,=- =JI -� —I I ° ° 2x4 COAT. ° ° ° ° ° �� ° ° ° ° g ° a ° o dTRUSS _ _ b I „ ) ° °• i I=III T, : 131/2 (min. - 4' � - —I — I I-1�— _REQUIREMENTS b .� ° ° ° . I I1=I I —I I I='31/2" min. - 4" ( ) 1- — I=11 I- IF 12 HURRICANE ANCHOR EACH @ TI I —I I I -III I=I I II I I a I 1° a - ° 4 a ° ° ° a GARAGE DEPTH VARIES ° _ _ — ° •' 31/2"(min.)- 4" I I f=LL L —III III=III— — D • _ _I 31/2"(min.) - 4" I �J I —I I I I I11 (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS g„ - �I�,T� ° ° ° ° a g ° 4 �_=I =IJ I _ _ II I I I I T III- I I �) I (=TI:1 MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4„-'"1,;,' "' "' 8„ (2) #5 CONT. 4" "'-I Ij,,' MIN. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O• MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. TYPICAL BEARING WALL @ STEPrcC NAISAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP �°���I STRENGTH CEILING EDGE BOARD PER CODE AR E ALUMINUM FASCIA GYP. TYPE X @GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS 4" 0/C °� ABOVE) WIDRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. �M SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ �N�M �a ,�o �N�° (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C, WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0!C / NOTE: FOR WALL HGT, < '- " 8'x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 COAT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT PLAN - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT LT 5/8"° x 10" "J" BOLT @ 24" O/C W! 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) (IF UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR PLATE WASHER TYPICAL IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR E SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T, PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6' MAX FROM 6 x 6 W1.4 x W1.4 QI w! 10 10d NAILS - ( ) c.1 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. TYP. r ASSUMED FINISHED ° ' GRADE PER MANUF. iv ° ° . z #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi a #3 & #4 LAP SPLICE m 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ? ° ° . FINISH GRADE °O M > — — — o ° T— . [GRADE 60 MIN. Fy= 60ksi] CL 25" MIN. LAP [30"MIN. LAP] ¢—III -111=1I1=11I I— p r r I III I I i t IT I —I I II II I II ° • • I I 11=LI L=111 CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN ° o o p °o FOR CLARITY ° D _ _ _ _ ° 1=III=III=III=III=III=� I ° — — � p 6 MIL VAPOR BARRIER I I ° I I IL -I I -I -_ - ' 11= I I —I I I=� 1= T � z Lu w R 1 7/8„ #5 REINFORCING BAR I II I I I= I I- I I=I I -III I=III �I I I III=I I I=I i I=I I LI 1=I I I I= 1x4 P.T. BASE NAILER 4"x4" INSPECTION _ _ _ ° ° ° °D — — z I I=1=1 III=1-1 I- _ =1 — 1=III=III III I I III II=III=L1 LL- N I ' ' �— g I I • T= I I- ( #5 LAP SPLICE (2) #5 CONT Irl I I, , 11- 31/4" BASEBOARD PORT AT EACH NOTE: g ° ° I 1=III=III-III= =I = N ''FOR BEARING WALL I '- (I I I EEIII=1 COMP. SOIL. (COMPACTED TO - _° ° 36" MIN. LAP [36" MIN. LAP] AI ON 3" CHAIRS 8" 1'-4" 8" (TYP.) FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB =1 � = � =III= � = � ; W/ UPLIFT ONLY _ _ _ _ _ _ _ _ -_ - - -___ o 1 _ I I - 95 /o MODIFIED PROCTOR ASTM -III I -1= I =T=�� 7 I 1111,111=„Ill 10" M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR III=III=III=III-III-III-III-III-III-III-III-III-III-III=III=III =1 I -III —I I= - =I -I =) I=III=III=III-III=I I-III=1' D1557) „ „��I 4" V-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE —I—ITI-III-III II II II II II ;III ;III-1 I-1 I— �'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" CJ'3 SLAB INFORMATION, SLAB INFORMATION. N L ,I' Cl) �* _ II - ° y I �Ik 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4.x W1.4 ° oo - �_ 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR _ = z_ r ° I ° min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ ° IN M BARRIER p 4 - D f a a - GRADE AT 24" O.C. MAX. CONNECTION INFO COMP. SOIL. ° - TfJ _ - - - a °O - - - - _ - - - - - - III TIi-T-lil-i TOP OF BEAM &LAYOUT DESIGN a - a - - ' T—I II; (COMPACTED TO 95% - I _ T = MODIFIED PROCTOR I MT =Y I ASTM D1557) - - - - _ - = a - - - - - _ _ "(1) #5 REBAR w/ OPT. -rL=, I I ,-LIB I I- I -III- I ,�-� NCLOSURE (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL A a _ _ ;� - a' : 3" MIN. CLR. - f I1= Il,;.11i- SIZE & N ' ' I_ (2) #5 REBAR CONT._/BEAM ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE 4„ „�.I- MIN. CONNECTION INFO �, I .' • 8 •d (�I U.N.O. DETAIL) 2x4 P.T. W PLATE I 2x4 #2 SYP P.T. FRAMING w/ I I TI I -I I , I I , ,I I T SEE A/S3/J/S6 "- TYPICAL WALLSECTION7/16" L rA TYPICAL THICKENED SLAB EDGE L O.S.B. MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING -h�- g FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 P w SCHEDULE OPTION #1 1 /2" GYP. BD. P.T. 2x COLUMN LOCATION Q > J 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2„ HOLD FROM SLAB 01 _ COAT. BEAD SEALANT Uj ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5 Yz" SCALE: 3/4"=V-0" S3 DEEP AND 6" BEYOND - < DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ° ° ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILLASONRY w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14 O.H.D. RECESS 13 O.H.D. RECESS _ � GARAGE ATTACHMENTS & 18/D1 O.C.00 PAD FOOTING PAVERS z CONCRETE NAILS W 1 1/2' GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS co EMBEDMENT @ 12" O.C. W/DRYWALL SCREWS 8"O.C. TO FOUNDATION PAD • r " ' • `' '' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ' I -r-I I I �I I — —` •':. ` _+ �`' "' 111 _I—� I T ' , v .• .. ° I I Tf I I— PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT — _ SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M ;o z GRADE a ° _ 4.. I I I .: ; •.. I I oo TENSION 120#) CONCRETE SLAB .E ;d �, FILLED SOLID (SEE PLAN FOR -, f =fl '.a +. ':•' I I . 4„ *- III I .e '+. . ' -I 6 x 6 W1.4 x W1.4 ;l - c T WWF OR FIBERMESH T SIZE AND REINFORCEMENT) c� z w=I=I ;III -III ° ° •- -III- =' -)=I 1=1=I W _I =11I �—J_I� II ! 1-�� �_ 1_-I °° __ ° "' ^ III- ILBRICK PAVERS or SLAB PER O W �, B p o v I=III I=III=III z - = ! ''a • ° a z • : ` I I • �_ : ` I `N I 1=1 1= 1= ° a - - SPECS = _ _ _ g SEE A/S3 OR J/S6 _ I-T �� "—"' 11 I SEE A/S3 OR J/S6 -I I I I —I I I I I I= I I —" ' I I— 0'-0" FIN. FLR.= COMMUNITY _ _ _ -_ -_ -_ - - - > 6 MIL VAPOR --- P =1 I I I h - - - _ 1 L =1 I —I =1 11=111=111=111=111 - a I I=III=III=III=III III —I 1=III; ' FOOTING FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE III BARRIER -III— -) =III=III=III--) I -1 I I- -III III= I- BEYOND '- 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) III III -III - I- - ' •• _ � . '' '. :'' • •a PAD REINFORCEMENT -III=1 I I -III-' „ 3 MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" .: •• y SEE FOUNDATION `� SEEFCONCFOUNDATION FOOTING WIDTH • . •' SEE SEE SCHEDULE GARAGE DOOR SLAB RECESS 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= t'-0" SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 13 M — O z z Q (n z "' w Ca o •V — 0 LU ) = TM e `— � C6 U 9� m LJJ pN� M M MIN aiO = co o L 00U o cC Cn 0 U, v o ¢ d All B D® N��BDC N ti Z W � N a�O Z w z J oQ c w U) W a gI ° w ¢ t � 10 W &4¢ Z O o -LLM N o� W a N Q M 4 Q . .:, o `n• F° 1, •``• a 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 - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oZ w� Ind vao� Z O Q U zw�0 L J Z �2_juj C) p-tt0 J 65o ZZ ^ ro SS g� Z �./ (4 3: a� �--i z 0 0 O "a W U T� Q Q .9 o oA :z� a�� � U 0. CO ,✓``..� O 6 -, Z - Q ^ Qa�� o P, Z Z �6 2 W- Be 2 W Ln LLj j L z LLJ R 9 0 U N Z yL z aao �0 (hrn ���' 4Z �T�j T__I a U1711 o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION NO. 4s0 SHEET NO. S3 I id fiaLki lulttl:iil 1111l dh191 nlaY i ,al n flsd1Filr Ill.h.,i tI �� .ni.k,i I 1 11 ai 1 1111 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE —� 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. SL� 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 pn 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 N NAILS AT EACH STUD N 2x P.T. PLATE I5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT C-4I8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 141 STD. 90^ HOOK IN K.O. BLOCK_ KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. N 0 J a 00 N i E MOUNTING BASE NOT SHOWN t, FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE g GARAGE FLOOR SLAB LZ TROWEL FINISH SEE In GENERALNOTES SLOPE FORWARD Ell FOR DRAINAGE 00 o SEE PLAN FOR FOOTING DIMENSIONS I GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) --� FOR CLEAN -OUT MIN, EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" 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 DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a a 11 a . a 11 a, Q a 8„ STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ 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. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J -.I cr Uj EN T > r O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 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 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a d a a a BOTTOM OF MOUNTI d NG B POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x TOP PLATE 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 11 SOLID AREAS ARE ❑ ❑ STEEL AND GROUT . ❑ INTERIOR WALL ❑ . CL ` DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ ❑ WALL ❑ ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. �S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL ° 4 DOOR STOP w a ° c� MOLDING Z d d GARAGE 2-16d NAILS @ 24" O.C. OR Z] DOOR EQUAL TO TRUSS BOTTOM 1 CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. r SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 27yTYP.) SEE ELEV. 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. i—CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS 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 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF AB., SPLICE STAGGERED -10d @ 8" 0/C STAGGERED FROM BOT. _/ U�% ATTACH ALL J SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4 16d TOENAILS TO TbP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. 14 F= 2240 LBS SIMPSON SIMPSON SIMPSON HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR Tyr REQUIRED CONNECTION SFF ��w 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED 2x CRIPPLES @ 12" O/C FOR 2"x10" OR @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2X8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 F��NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z wl (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 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SIDS (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 9 • 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 wl WASHER & NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS 14 Q SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 IF IT 2X TOP PLATE OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d 40 d P.T. ATE d \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON / LINTELS / SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 O ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o oN V 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" L z (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5!8"X10" J-BOLTS @ 24" Q.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. 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 Tyr REQUIRED CONNECTION SFF ��w 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED 2x CRIPPLES @ 12" O/C FOR 2"x10" OR @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2X8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 F��NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z wl (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 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SIDS (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 9 • 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 wl WASHER & NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS 14 Q SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 IF IT 2X TOP PLATE OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d 40 d P.T. ATE d \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON / LINTELS / SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 O ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o oN V 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" L z (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5!8"X10" J-BOLTS @ 24" Q.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z wl (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 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SIDS (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 9 • 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 wl WASHER & NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS 14 Q SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 IF IT 2X TOP PLATE OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d 40 d P.T. ATE d \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON / LINTELS / SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 O ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o oN V 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" L z (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5!8"X10" J-BOLTS @ 24" Q.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 O ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o oN V 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" L z (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5!8"X10" J-BOLTS @ 24" Q.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. C� v z o z�z a V) 0 �C_/ c6 � .0 w 0 F �6 U o0 m N ~- S 2-aaM S °iso p O N U IK � = u_ o ¢o, Lao �ogv d>a o B DO N N �O 42 4, N Z W �,�az z M U) 1— -� W 9� N w W � a Q 10 Z �N�' Mw ca o o °' Ut7 MZ Q N¢ M r � o W O U U OF E3 El SOWN �<Ao is c��t��- r •.. �.. 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. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ ° Lu za¢ fx ua < 0: zoo 013 0 z Lu o z L7 'm 2 j n°co A j Lu N m Z itY zz D N u F� -a O g =_ Ch J 00 J Lu °Oo Q 12 1: _j N 0 mo Z-,Z� w Q¢ws a ^ o5 2 z z +-4 iO�o �LLj ao�� LLJ Lu a z , J T--I W X z F S , u ~o �LnS Vi; z �o ' oo zUj g = Z SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± r24"MAX.TOP CORD BLOCKING 45°±2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ H10Aw/(18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWEDGES OF 2x4 CRO BRACE @ 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 "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH &NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" ATTACHED SHELLS THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 6" 6 "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 w/ 10d NAILS @ O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. „ „ „ 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 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 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w! MIN. 4" ri EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) (�L 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) S SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)1 Od TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T' ON TOP OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" -� 2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w! 12 1 SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3:� SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J () 1 Od x 1 12" AT EA. 2X4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP - `" "' ' NOTES AND NAILING TOP CORD V. CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 00 O0 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES 00 � 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 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS /� NAILS @ EA. END GABLE TRUSS ATTACHED W! 2 -16d BLOCKING4 PANEL 2x48" 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING AT EA. TRUSS JOINT � (2) 2 x 4 LAMINATIONS W/ (1) ROW " (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF �° 0/C OR THE ATTACHED 2 16d NAILS () 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 FIRST (4) ROWS OF TRUSSES FROM EA. • E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207 , L = 4 1/2) 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 C IN TOP FASTEN PANEL ) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ _ W 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONK. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - NON - LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 l SECTION 9 = ADDITIONAL INFORMATION. N 0 N r SIMPSON HGAM11 w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU d- 00 MINIMUM 2x CROSS BRACING Q (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 cc CROSS BRACING DETAIL ri SCALE: N.T.S. S5 I GABLE TRUSS 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" 0!C @J 2"x4' TOENAIL 6" 0/C RUN W/ (2)16d TYPICAL NAILS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. co = I Frf I I I I 1111 S5 m_ GABLE END BRACING DETAIL S5 CONT. BEARING ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C Ulnnn TDI 10000 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 0 z w CL \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER -BOND BEAM MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ AL 4" O.C. TYPIC 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/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 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. d — ---- — --- — — — — — j cUj 0 o 0 z o w Cma7 0 v o o T � o ' T Q T � L — o 0 d w w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. a� NON - LOAD BEARING LOCATION 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.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0-0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4'x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU rl ✓q Y CORNERJACK w z 0 0 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 CD V Z M _ o zC> Q a) a U, z fQ p p w T o �(A (� U o m LU E ~ O pN� M M — U = agoO `O N O C' U tU_co O Y co Q m U5 � 0 0,< o B D. T N �D C7 N Z Uj z U) a � LU ZV>=LL5 a 4 c ornrn 5 Q 98Q ♦♦�� � z o CA.9 o mT � � �C�N� Z A LU Q N < a grr r 0 0 C.) .� FL Ilittt�No 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. LENNAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com oz 2 Lo LU za fF Uzoo Z 0 C ==)z [ Y � J a a p ro LL �1 U O V z L Cn z je 2: '� rl LJJ Z LU U _ rl 0 z 9� o0z Q fog U��� N CC u— rages z<z;� aaf Q o��� z z I� +- I LU C' xo LJJ L.f) W ? z J 1-4 F U 8F<f- N Q Z <0 ko z z �o °0 06 g = a LU a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION N0. 400 SHEET NO. S5 3 c -°v N 0 Q0 00 N N O J N 1 ao i 0 3 a N 0 a E o 0 c c J LZ 0 U v 0 U U N 0 00 1X4 1/2" DRYWALL 1/2" DRYWALL DOORJAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB REFER ( P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 To SHT, sDw2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8 ` DO NOT DO THIS ' 2 x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR TYP, (TYP,) PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO PLATE W/ 1 X 4 „ 3-1/4 LONG X 3/16 0 FURRING 3i16"� X 3" LONG �� �� FURRING 3/16 0 X 3-1/2 LONG TAPCONS FURRING #5 REBAR � ' AN AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12 O.C. FIELD 2X BOTTOM 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO2x 1X8 BAND PER MANUFACTURE MASONRY THROUGH �� MASONRY THROUGH 1-1i2 DETAIL 3 �� DETAIL STD. STD.90 ^ ` 90° HOOK (TYP.) @ TOP & BTITM CHORD, AND (8) d 1x4 P.T. & 1x8 P.T. 1 x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2"F TAPCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS ISTZ/ox10d @ 12" O.C. 1 X 4 J7FURRING _ 2X8 P.T. WITH 3/16"0 X 3° ' +2„ NOTC F @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D LONG TAPCONS 2X8 P.T. „ STAGGERED @ 16 O.C. 2X8 � ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL +5A NOTCH FIRST 2 COURSES RSES AT E '' ` INTO BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILL =L NDAONDCELLPR 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 = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX /l'-On .. SOLID W/GROUT fi 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. L pn O 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS �. 1/2" 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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN ; CONNECT W/ 8d NAILS BRACENBLKGINTO N.T.S. °. • INSTALL WDW. SCREW ANCHOR ---'I 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ° INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALLOVERHANGDETAIL NT INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. ARCH DETAIL J 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY / WALL USE X 31/2 TAPCONS AT 16 (2)10d NAILS @ 8" O.C. X OVER TO TRUSS TOP CHORD yqN (3)1/4 r_ n r_ n SCALE: N.T.S. SS O.C. 12 + + + tFNOTy PLYWOOD SHEATHING 1 O 5 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 (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > 'p „ EMBEDMENT INTO .) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT ° n >: ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5) 12d NAILS TRUSS + SOFFIT + + . .e . , > p 10" s D d ° ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK H2 5A w0/N10 2X6 TO 2X4 ( ) 2X4 SYP ► ®s o • . ° "o IN TOP o ' KNOCKOUT / N 8d NAILS EACH TRUSS > a .' CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG, BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ " CONNECTOR s — ly MONO FOOTING .A e.. ° VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" --" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN � � ' AND SECTION DETAILS -1 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 I. ° ' 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT • z DIRT d — TO BE INSTALLED g BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTELJ ° STANDARD o ° STANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90r HOOK N #5 BAR IN r TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD FOR OVER HANG FILLED CELL , - , - s , ' ► , ' ► , �, �10 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ •, IV• • v e • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° � , •,, , � "-' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. �• s• �• s• �• PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION (� STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING 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) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" � Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & 0 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 LL w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; ` o v n A REINFORCING AS FOLLOWS: < 0. 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — — — I-J * PRESS PANEL REINFORCING INTO PLACE. I o: z #5x6' EMBEDDED INTO 6 MIN. LAP SPLICE W/ c I I EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL p.° ¢ - U)N FILLED CELL ° TI DRILL 3MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. MIN 6 LAP GRADE o, p . I t SET BAR IN EPDXY IN G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST . SPLICE N ° ° \ \ REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. " z C14c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 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. r _ 1 Cl) — o zcli z U) L/) (D C w .! 0 LLJ N o f- m LLI — 8 4) M Cr cM co i O 0 co o �' '5 U_ib _� ¢rn av obi Q d RID-1 N C B D.0 N N O V1 N W gN Z J aQ c w U) (� LI- O � Gzl 10 _ "' N w LL1 V¢Eto a Ckz log�� H �4� °x o LL9 o�� co W a < Q 'O4:r x,,�����0FESS%Ci %N f101t1IlI111k � 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 Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com S 2 z 0 �QLU E 4 wa t(r oQ�o QQ F SpLu zZ VO�L V LO Z y_ ^ LL. z ro f z 5 C (1)rl -a o OL a V = U) Lu9 000 0 0 J ¢ F_ LU Q 'i ...,: rt.. rj LL+ C) J z<Za w � Q <C Sao Z +—I 0, gj � J L0 LLJ = a z V..I Q 5' Lz Qo N Z dog m 06 Z � _ 0 O rn T-4 a U) o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4s0 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS 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 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 ITT ITT I_� DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. c 0 v N 0 rCAD Q N 0 J I 00 �I00 00 ----LWOOD TRUSS � A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = 1'-0" DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS USSES (2) 12D NAILS —y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B 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 1/4" TITENS EACH TIE BEAM BEAM RAISED ENTRY MASONRY WALL 4 SCALE. 1/2 - 1-0 SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ ,�c.SEE PLAN "I FOR CANT. (4) 16d INTO HEADER & (66)) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ SEAMS TOGETHER ROOF PLAN FOR MORE Jx (10) 8d NAILS INFO N N N N 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 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE 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 OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ' SECTION @ ENTRY s SCALE: 3/4" = 1'-0" SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B SCH DULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR SIMPSON MTS18 w/ (14) -� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) o. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X 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 @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. 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 a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED —114 KNEEWALL ENTRY FRONT WALL 6 SCALE. 1/2 - 1 -0 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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 202 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 g SCALE:NTS LOW ROOF/WALL 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/---z Z- (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: 3/4"=1'-0" 11"j DETAILS &SECTIONS (D zM 0 —o z z nthiji V) U° tr, +-� u., 'U s Ow m N 1 J.A Eo — I3 C m C*,I = N = N U r.oil �o ¢m Cao nv e Al. BD. N C B D C e. N D ch W Z -N�z � z U) Cn LL O � W W V � ?= : I- a W ¢ � � Z 0 0 4n Ei ZU)EE WL42 � //Ar sr``1111111111/ W.F LiCD \-4 � 0 GJaa 'a F I-() ;f"�//Z pR O F E S S O'�'�� I(Il ttrlf�dII!111�`tq��`` 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ zg za W Q C x UZ80 oo��LU a w Z J W J R> .2. uq o-*` ' ///) 0 W {{W.. N < O ` Z i� p LL U a �.� L U 4 � -p57 rl Cn O J W g C! J LL Z o F0 o ' _j uo, W gao� W W 4 a z z Woo w Ln =�W� J ri %1 5 8 8 110 N 2: Q z Uaz *k z t o Cal 00 z g W Jt8 a w ° ,� o SCALE: AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. D1 � II —� -- — — —I I I I 1i: ,i 'L .. '1,12 1i1, 146JI11 11 IJ9 ill LLA ,i lii 11. i:dJl..: a, J L l_L'.;.I J11i I WEATHER FRESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) � U 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 2. 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 y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r��nuw rv�ann��a SELF -ADHERED FLASHING DECK JOIST NOT USED WEATHER ✓E BARRIER & IARILY 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 Q 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"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6 USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1� a WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT, FIN. BUILDING PAPER ®RN SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED NOT USED WIRE LATH Q � 0 10 Water Resistant Barrier Lath Sheathing Stucco 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 FMANVDMA 250. 1 A 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 asOin 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 000, `ram 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 Z M O e � Z Z 04 0 U) Z Cl to C 0 (D (3) C 4--J w ._ ( Ow toc/) _� 9 C6 v Ll! M "I�co N -O C-) i o00 C� �' wEDO <o <Crn U)ao 00 vCL rnQ d Al1 C B DC _m.-. o N N o m a;a O M O : a O Z LU C5 w z U) °P c LL W v'7 W �; `" INa W _ > 0 Vi ' o Cnf 0 � � N W N Q M C A ❑ ❑ WWW.PDSENG.COM 00 0 N 0 N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. AIL MP%k 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 0 �Q Zg LU<X 0�oo a Ce Z LU Z = 0 z VJ aw0U_ �2 � U W N J W �2 Q ZZ i a- Z r G C LLU 0 !� D N O O V W °moo O W IL, VYig 5 O Q U0 z<Za Q Lu S��° Z Z 50, rz W L.f) rl di �t�W� Ul U -I N Q ZLIJ Lu Z Z �Z CIOz 06 g W = z 0 ri d LO a SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAMES VERSION NO. 4x0 SHEET NO. W P e N U LFF O 3 C (1) O0 •� Cl) O O O O W March 20, 2018 C CC 0 Ca 0 CU Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Co Co 4- Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that � ,� V) Q joist hangers shall be tested per ASTM 07147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fastener 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) vvith a safety factor of 3 2. Average load at l/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 strength and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. [CC 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 ]-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads 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 wood 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 6/302018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.strongtie.c0m 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. Keith Cullum, P.E., LEED AP dWBDW Engineer, Southeast U.S. Branch Page 1 of t Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75909 Phone: 972.542.0326 Fax 972.542.4139 rrrm..tmnoli cw W^, W z r� V / O L� o � U O L� V! CU U ao O L� w Q W z J z Q J SHEET N0. PA 1.0 r16P4 Cn t ,.r - -. _. $_.+ 1 -' ��.. �,. ,. ,f)c -.... u,d:l .g � ...'. _ '� t s�Sa�', .:?, rn:b .S�- .. :�fi � f'�•..,.. A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2608 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212.2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR•3445 HU216 FL10858.5 ESR-2548 HD218-3 FL17232.3 ESR•3445 HU216-3 FL10858.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR•3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10656.9 ESR-2549 HD610 FL17232.4 ESR-W5 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17689.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.7 ESR-2551 HTA16 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-16 FL17g80.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-Ot30 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2613 HTVV20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSMt6 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.1 t SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-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. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20481.t +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) pL204g1.g +g7.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.g +87.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassiq Smoothstar, ClassicCran, Rustic FL7640.1 +67.0/-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 (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WB (8X7) FL15279.65 +38.0/-42.0 psf Clopay Building Products Residential WindCode. Doors WB (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 N/A (see inst sit) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Sodas 185 FL17499,2 +50.0/-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 5784 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 FL18918.9 - 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 Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7649.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 18" 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 FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval of Ian review. I understand that et the time of inspection of these products, the following information be available t the ins actor o e p p p D must to p nth jobsite; 1) copy of the product 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 Regulation Building Codes and Standards Pop Building Codes and Standards Pop 1 Building Codes and Standards Pp.1 Florida DepeMienf Of Business 8 Professional Regulation P.De 1 as vermte USrmn 1IfirJOte Building Codes and Standards +aaofe Product Approval Application Detaa Product Approval Application Detail Product Approval Appdkatlon Detail Product Approval Application Detail F+� F1�9S4l:ei 8,�lii� FLaratl.R2 Settle EoYOLe gate Cah Cah.E■dloa Celt Settle FotlfLe � PJh Doespondinai !hh tdatlB FDtlmtsr Cah ➢a0e CaeP.alaam Qah Lme YaahO thDl S�aOerd C■I—.a.Lirar YdI�L Yal�tl EIThmWd tBSEA■B>� 69a®tlltl arms Llr YiuhD migadishm se9m.d 1:■hreil.lrm vrte.be e+r lhmfletl ammnra FING t ela.maa dNiOa v®e YmIDn tiwtlraaae contact Gmlre3.t,I�i weel.e.d � YiU>t� ate Easeaeart e■�,tl � Endbror Dab POWIM � � � Revision 2017 TMm+a-Tru Corporation Rick Wright Lyndon F. Sdenbl, P.E. Ryan J. fOrp, P.E i W75R017 O7H2120+7 fOHB2017 12772/2017 Approved Revision 2077 TM4ma•Tn Corporation Rlde yMi9hl Lyndon F. Schmidt, P.E. Ryan J. Ifkp, Pg. 1Wt5R077 07112!l017 10l7fJJ077 12/121t017 Approved Revision 2017 Therms-Tru Corporation Rick 4NIpM Lyndon F. SehmML P.E Ryan J. qiq, P.E. 7W1W2M7 07/122017 1W781201T 1T/12R017 Approved � � Validated Of Approved � CYegory: Exterior Dow. (4+D) 2�t740 PEd3408 (819) 78741555 Category; [Doss Subcategory: Swinging Exterior Door Assemblies (ND) 2D8.1740 PE•43409 (813) 78r-0555 dckw�+wbkpwmufeae. CaMpey; EXbfbr D00b iuhCNapay; Swkpkp Exterior Door Aagrrtbt)ee (479)2B&1740 PE�3W9 (873) 787$55S rlddvQrwbNg00Mukea6. RWbbn 2017 Thsrm►Tn Capaatlon Rick Wright Lyndon F. Schmidt, P.E. Ryon J. qrp, P.E. 10l132077 07I12017 10liB12017 121722017 Approved ardlGuaory: Sw'NpInO Exterior Door Aaasmb8ea dckw®N+bkl9ooriaueenb. CompNmoa Mstlgtl; E1raWeU00 Report honl a �n Complhrroa Method: EreWNbrl Report from a exm+ CNKwY: Exterior Door (419) 29&1740 -4340® (819) 787$555 CanlpiVnw Method: Evaluation Report hen a can Florida Raghbntl Archfed w a Licensed Florida Fbntla Registered AroNlad a a Licensed Florida BubCatpory: Stvkpfn9 Exbrbr DowAagmtrliq ddw®rwbNpooneunanb. Florida Registered ArdNNa d a Licensed Florida Professional Engine Professional Engineer N V) CO N }� U O }, 3 L Q� Q O O ca - -w � VJ O O O O W O U- .In —0 E O O /'��^ ■ O ■ �. O D W `� O C U O L V V , V m cur G Q z z Q J SHEET NO. I I J I PA 1.1 Florida DepertrrlaM of Business & Professional Regulation Florida Department of Business 8 Professional Regulation Florida Department of Business 6 Professional eimma FL�44U Products Bohm product pleadoom Product Model. 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Water 101182017 10008=7 10/212017 Approved Revision 2017 GoInd Protection Products, LLC, Tin Robinson Wel A TM"., P.E. John W. Km:eviah, PE Oae612017 0B1312017 091112017 12/122017 Approved Reason 2017 Global Probdlon Products. I.I.C. Tim Ranson WWWA Tab Jr., P.E. Jam W. KreaeMah, PE OSOM17 081312017 09111/2017 121122017 Approved Revision 2017 A9 American Shulba and Gim maw Basted Frank L Bxmardo, RE Troy Blshop, P.E 10r202017 Ra-Apply Category: Raring (802) 269.2288 services I.I.C. (205) 854-0160 Category: ShuWn (954) 659.7545 PE-44167 (954) 772-OM Cagpory: St urdew (954) SW7645 PE44167 (954) 7724M Category: SIwIMn (561) 712-M PE4014549 (954) 947.0$W Tres thaee•)ermma�boM.a au6Cabgay: Storm Panhd4 tlm.robNhea®pppent.am SubCetegory: Storm Penate tlm.roNbeon �gppeM.lwm 8 ubCaNgary: Storm Panels maebGM mericanebuae Compliance N -1 CanplNnce ANalad: Evaluaton Report from a m Can ComplainedMothock Evaluation Report from a ncom Product Evaluation EMIIy Florida �tered ArtldYd or a Licensed Florida FloridaNReghNred ArdtMd or a Licensed Florida Florida Registered Architect aor Lowled Florida FLIFY114114till Products pmMelonal Engineer Pna "local Ergklasr FLa17aes.R1 Product, rial Probeal Enedlaar gas product Model. 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Ranted, PE (847) 9184473 (407) 881-1917 091Mfm17 09/07/2017 0921=17 Approved Revision 2017 ITW Budding Components, Group Ina Catagery: 96uhcerrW Compommte Stuart Lawle ICC EvOjdkm Service, LLC Waamn aL Rai PE (817) 018-8173 (407) 681.7 17 06119r2017 0&072017 001=17 Approved Subcategory: Truss Plates siswis®spinattw.am SubCeEsaorY: Trust Mope atewN@alpnelw.com aubcabpory: Three PWae stewis@alpinelhv.am BubCabgory: TnNa PWes sWxle@alpnslw.cem Co mplinioe Malrad: Evaluation Reportirdin a Compliance YaNad: Evaluation Report from a CobrlPvtema Mailed: Evaluation Report from a Comparatives 1, Evoluallon Report from a Product Evoluatlon Err* Product Evaluation Emly Products Product Evoluaton En* Product Evatuedon EMiy $WaLALtOM Anowndielae Approved for Sda IMBW 22WM QUARLAmtelopp Aggrieved The Use 622mmdfutee IMnMaI lasted F�M� Quotas Assurance Associated far Use Am[swed low Use bow 22WM Cases Assurance Age Awroved mrSse IMRW 929aa age ProductkkKbLNumber orHam Product Description cantmdexokldmpm. 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(205) 59"NO 10/192017 IO/M O17 iOrIM17 Approved Revision 2017 Wrek Industries, Inc SubC& Cow": : Truss Components ubCabgory: Tnae PNba Dwid Wen ICC Evaluation Service, LLC ICC Evauation Service, dwer 861-7480 I.I.D. dwert@mtl.cem (206) 698.9800 10/192017 10119MI7 10222017 Approved Review 2017 MRek IndusbNe, Ina Components Subcategory: Truss Mates David Wert ICC EvausWn Service, LLC ICC emba on service, (314) 861-7480 LLC. dwetl®mll.com ROB) 699A800 1OM92017 1011W=7 1 W222017 Approved Compliance needed: Evaluation Report from Compliance Ilaaled: Evauaion Raped from ■ eoalPnarra Alatholi Evolution, FlpOrt front a Compliance IlealeC Evaluation Repot from a Product Evaluation Eaey Product Evaluation Emty Product Evak ft En* Product Evaluation Entity EIa21974M Piamreb 9ONLAUMM Appneedfor Use Apptmted.for the know 2min FLa21a74M Puoduete Ameo-cl.for Us, Asmmratlfor Uo, And 2 F=974N.Produft gwbLau more Adarcivad. for i use AasrorectildcUse IMRFA Peal,, RJ2"74U Products gvwbAuloora Approved Saw Use Aacrm(ffitaar Use lm= {betas Sill Product, Modal. 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Category: Structural Components SubCmbpq: Thee PbMs David Wert ICC Evaluation BOW=, LLC ICO Evolustbn Servo, (314) 951-7480 LLC. ch ert®md.com (205) 59F9B00 10/192017 10/19=17 1222017 Approved Revision 2017 WayMhasuser Category: Structural Components a+hbcabgarl/: Engineered Llarter Rob Bassein IOC Evaluation Soria, LLC Jams A. Rodanan, P.E. (253) 924-6476 (608) 839.1341 Robrt.BaidwlriMweyama OS2=17 o62Mg17 07/032017 Approved Review 2017 Weyerhaeuser Caegory: ry: Engineered Coed Limbs subC+bOarY: EnpNeead Lumber Rob Seldom ICC Evaluation Servo, LLC James A. Rothman, P.E. R53) 9244478 (eoey 539-1344 ROMRBaldwln@rvyems 0drumt7 05232017 0710=17 Approved Revision 2017 Wsyamaeuser Category: Structural Conlponebbls BubCebgory: Engineered Carter Rob Baldwin ICC Evaluation Service, LLC Janes A Rahmon, P.E R53) 924447e ( ) 19N Robart.BaidwnMweyema 05222017 O&rA=17 01110=17 Approved Ceabplla cs Method: Evaluation Rapid from a Compliance Maned: Evaluation Report fiom a eueW.can � :: on Repot from a Oueecarhb Compliance Magid: Evaluation Report from a euser am Product Evokedem EMiy Product Evaluation Err* Product Evaluation tiny Product Evaluation Fmt f FLa219740 Products I mdkA2M ma ApgfppedlaJtet Ablmlda[Lte! Iwo I 21" p 29wbjw lnofM As Use Accosted IN Use lmmo Dim FuaB27.Ra PhoahreteFL�-M oweiAYNmg4 Adnrovedlauae Amrolforthe Ioneat namm Products 9WWAtlltmm Angreved for Use Approved far se NNW tar,, 1ed31 Product) InHYM ! 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Number or Name Product Description Contract Exoiatlon Dole In MVNZ Outside HVHZ Resistant Pressure �g im Yarsan )I�g lest AmikoK.ELMM Validated ore lace 20 lag!' ymmod aobmmd MAMMM2n lea Approved llWa 5891 ]tees Version Y ];� gg ggOM9i EomBaai Silrawe Yam daft gga YalwWl AWOM gg 20 I�Anwanl Approved AMR Code Lraa Veneto n Manufacturer EMIN or g9Dia9i Enpineer &License Validated N �e Validated I9e Submitted Data Pandw FBC Approval Vote ADMOWC mates 18 1g 26 Ga. GuI1PBR 26 Ga. GUIIPBR Min 26 oveGa.r 15/32& Rod Panel over tx4 Wood 04/122024 Purlins over uifPB over Min 26 Ga. GaiPBR over 15/32&qua; Plywood 04/122024 Yes Yes Yes Yes N/A N/A -151 -NIA/ SF +N/W RevWon 2017 wey"Wilow Rob Saidwln IOC Evaluation Service, LLC JamasA. Rothman, P.E. 08222017 oS &=,17 071=017 Approved Revision 2017 Weyammuser Rob BeAll ICC Evahntbn Service, LLC JamasA Rdtenan, P.E. oarJ2/2017 05/20/2D17 071032017 Approved Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Erg David Daniel S. Kuhn Looks Baden P.E. 10/122017 10/1012017 10/172017 12/12/2017 Approved -154 7PSF ca sin ary: structural OompanerN (253) 924-6478 (608) 539.1344 Catagoly: Structure! Components (263) 924447e (6W) 839.1344 Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 20 26 Ga. GuifPSR Mn 26 Ga. Gulfi war ix4 Wood Purlins over 04/122024 No Yes N/A +N/AJ SubCabpory: Engineered Lumber Rabert.BaWrdnQwayerha aubCabgay: Engineered Lumber Robad.Bakhin®wwyerhe Subcategory: Metal Roofing Infoggulfccestsupply.aom 15/32&qua; Plywood -151YPSF CompOne Method: Evaluation Report from a eueer.can Compliance Meted: Evaluation Report from a OU W.cem Compliance Method: Evaluation Report from a 21 26 Ga. GumRib Min 26 Ga. GORib over 1x4 Wood Purlins wer 04/122024 No Yes N/A -NIA/ Product EVaNaSon Entity Product EvoluaSaf EMS* Florida Registered Architect or a Licensed Florida 15/32&qua; Plywood -164.2PSF Professional EngineerW 22 26 Ga. COR I, Min 26 Ga. Gul02ib over 15/32& of Plywood 04/122024 yw No Yes N/A +N/A/ FLMBW4tB Products aaa! 4 TJ Rim Bard gudkAn�- P Sm�sdEt mQtle Structural Composed Lumber or oriented attend OV112019 Anonmdl�iw Aaa[fMed.�lw In Hyjii oub"HVHZ No Yes 1 OeteVat WA ditto P- WA bed! 5 Wsyenomeer Ran Bard P g�ES Oriented Strand Board Rlm Board 03/312019 AYY In fmii No I OW" - WAR lint Yes WA 9 P- WA rl,d'I+k6` dt'1 phi .. 229E Product Model. Number or Name { Q uallty Assurance Aurovad for Use Approved for Use Impact Design Product Description Contract Explratlon Data In HVNZ Outside HVHZ Resistant Pressure 23 24 28 Ga. GuifRib 26 Ga. Gul+Rib Min 26 Ga. GulfRib war 15/32&putt; Plywood 04/122024 titan 28 Ga. Gu11Rib over 1x4 Wood Purlins over 04/122024 15/32&qua; Plywood Yes Yes Yes Yes N/A NIA N!W +NIAJ P6F +NlW -164.2PSF bard Ran Board 1 0.032&qua; A)uminum 5V Crimp Mn 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/AI 25 29 Ga. GulfRib Min 29 Ga. GulfiRib over 1x4 Wood Purlins over 04/122024 No Yes N/A -NIA/ 2 0.032&qud; Alumnum Gulf Lac we'15/32&qua; Plywood M0 n .032&qua; Aluminum Gulf Lok 16&qua; Wide 04/122024 Roof Panel over 15/32&qud; Plywood No Yes N/A -108.5PSF +NIAI -116.OPSF 26 29 Ga. GVVRib 15/328,qua; Plywood Min 29 Ga. GORR, over 15132&qua; Plywood 04/122024 No Yes N/A -123.5PSF +N/A/ -146.OPSF Search cdhade 3 1&qua; 24ga. Gulf Snap 1&qua; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 error 15/32&qua; Plywood Yes Yes N/A +N/A/--131.0PS 27 29 Go. GORib Min 29 Ga. GulfRib over 1x4 Wood Purlins war 04/12/2024 7/I6&qud; O.S.B. No Yes N/A +N/A/ -101.OPSF 4 1&qua; 24ga, Vase Loo 1&qua; VersaLoc 24ga 16.5&quot; Wide Roof Panel 04/122024 over 15/32&qua; Plywood Yes Yes N/A +N/W -138.5PSF 28 29 Ga. GuftRib Min 29 Ga. Gule2lb over 7/16&qua; O.S.B. 04/12/2024 No Yes N/A +N/A1 -116.OPSF 5 1&qua; VersaiLoc .032&qud; Aluminum 1&quo1; Versal-oc min .032&qua; Aluminum over 04/122024 Yes Yes N/A +N/W 15/32&qua; Plywood -101.OPSF 6 1.5&qua; 24ga. Gut Snap 1.5&quot; Gum Snap 249a. 16&q-t; Wide Roof 04/122024 Yes Yes N/A +N/W Panel over 15/32&qud; Plywood -116.OPSF Search Crlmrta 7 IS&qua; 24ga. VamaLpc 1.58,quot; Ve... L. min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/W Panel over 15/32&qua; Plywood -123.5PSF Code Vervqy 2017 FL 6: 11651 6 2&qua; 24ga. MegaLoc Mn 24 Ga. 28.gitt; MegaLoc 18&qutt; wide Roof 04/122024 No Yes N/A +N/W Application Type: ALL Product Manufacturer: ALL 9 10 11 12 13 24 Ga. Gulf Lok 24 Ga. Gulf Seem 24 Ga. Gulf Seam 26 Ga. 5V Crimp 26 Go. 5V Crimp Panel over 15/32&qua; PlYW d Mn 24 Ga. Gulf Lok 16&qua; Wide over 15/32&qua; 04/122024 Plywood Mn 24 Ga. Gum Seam 16&qua; Wide Roof Panel 04/1Z2024 over tx4 Wood Purlins over 1 M2&qua; Plywood 18 24 t; Gut Seem, + 3/4&qud; Snap Lock, OU722024 18&qud; Wide Roof Panel over 15/32&qua; Plywood Mn 26 Ga. 5V Crimp Roof Pane wer 15/32&qud; 041122024 Plywood Min 26 Ga. 5V Crimp over 15/32&qua; Plywood 04/122024 No No No Yes No Yes Yes Yes Yes Yes N/A N/A N/A N/A N/A -108.5PSF +N/A(-96.7PSF +N/AF93.5PSF +N1W -108.SPSF +NIAI y156.5PSF NIW-131.PSF Category: ALL Application Status: ALL Quality Assurance Btity Contract Expired: ALL Product Descrtptlpn: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Data To: ALL Subcategory: ALL Compllace Method: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL Impact Resistant: ALL Date From: ALL Florida Department of Business & Professional Regulation Pap 1 a 1 BUIk Codes and Standards 1152018 1i19 Product Approval Application Detail Florida Department of Business & Professional R Depa Regulation Pape 1 a 1 BUIkAI Codes and Standards +18 9 Product Approval Application Datall "5"10 F1.01117744g 14 26 Ga. 5V Crimp Min 26 Ga. SV Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +N/W Purlins war 15/324,qua; Plywood -156.5PSF 596 mm Violent liddiddidam Frftqg contact Epp1ned, Sk License Vaidibd By 20 gga Dab Process yywled awadw PgyAperwy late. Aoproved it" 9AS mm moral migpuiddligait )fig gpod Enchasor & License yagam ter lace 20 YelWatld AWMi W Dab PWKNM 20 PBiApproval Approved AM& 15 26 Ga. Gulf Lk Min 26 Ga. Gulf Lok I&&quol; Wide Roof Panel over 041122024 15/32&qua; Plywood Yes Yes N/A +N/W -161.6PSF Revision 2017 CAST -CREPE USA, Ina Crepry: Structural Components Subcategory: Products Introduced ae a Result of New Technology Craig Panne Mlaa".& SCDO - CER a6smFDade BOW - VAL (813) 6214641 (785) 315.2500 garthe®aacrete.am 11/14/Z017 10/18=17 1121=17 Approved Revision 2017 Carameecud Concrete Preduae,ne. Category: Structural Components ahmCabaay: Produde Introduced as a Result of Now Tertnoba Robert GIHa THUY H. HUYM1 John Hoy (813) e5&3707 PE-60122 (9Yn 588-5311 precasiaoMyahoacom 10/142017 101132017 102e2017 12/122017 Approved 16 17 26 Ga. Gulf Lac 26 Ga. GutfPBR Mn 26 Ga. Gut Lok 16&qua; Wide Roof Panel over 04/12/2024 15/32&quol; Plywood Mn 26 Ga. Gut PSR Roof Panel over 15/32&qua; 04/122024 Plywood No No Yes Yes N/A N/A +N/At-63.5PSF +N/W -154.7PSF Cornraariae NWhod: Cadflcetion Mark or Listing Compliance 111MIgn : evaluation Report from ■ Florida Registered Architect a a Uoscisad Florida P�Whol Engineer Goo& Armorial Approved for I%* Aau RWM p�n4 Ra Pteduate ini PtgdW Meal. Nurn6W a Hama P gl�EZ aHtmi t! PllalYM 1 High Strength Concrete Lnleb 4, 6, 8, and 121nch wide Midis 0901ams Yes Yes WA WA age Prod tot MaNL Numbers '"Concrete QUBW Assurance P Aporoved for Use Approved In wadi o for Use IMRgpf Rallied P�MIM 1 Ouady Paull of Comnerctai Concrete Products Precut and Prestressed Coma" Lml 061251=4 No Yes WA WA Seems Criteria ---i - ill -1 T-l1jVq7M 1T�V4o ll rillf"I Wdillt;ll'ai1Iaii I; -L- 0 N N N Cu O N +-a U N C 0 C Ca -0 a- O 0 C O 0 ICU LL 0 .C O C- .� VJ z z W J U) co C) C 0 CIO U C/) -tf 0 W (3) CC 0 iL CIO .lam C/) 2 V r� V / V `M� W ■I� WW G Q Z Z Q J SHEET NO. PA 1.3. K ��`�I59 ��F � �� ai �"n k��"� a�3�� � G