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HomeMy WebLinkAbout2978 Lytton Hall Drpr1 - ea v �j�sITH PREVAILING , 'wr0�� � AL`. !^JCaR4C 5H� `IIti`C ('rODE, � �I$ � � Y u -'' CODES FLOfID �� NATio t4AL ELE07T "'C MILLS R ©TI'= 'tom t x \� Q` y T v M1CIw O� �iti G���Ei �� El D 0 7E] El FE El FE11 7FDI "E]COCONN E-1 11F ❑ ❑ ❑ [71IFA F10 a 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 MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU 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 BIT. Beam BOT or Bot Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing, C Carpet CAB Cabinet CIR or J Circle CJ orr C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMP or Comm. Community COMP or Comp. Compressor or CONN. Connection NT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. 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 FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb 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 Kor KMlall Knee KSS or or K.S.K.Knee Space IAUN orLa Lauri. Laundry LAL or Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or 0. E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) Pl. or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pk. Sh. Plant Shelf PLT HT or Pit Ht Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine fir SQ SF or S.F. Square Foot (feet) or SO or Sqq . Square STO Storage SW S.W. Shear Wall or SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting 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 or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WOW. 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 WaterProof(ing) WS Water Softener WVVF 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 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN 1% F1 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FORCOMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATE 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 4.1 ENG. REVIEW FOR 15O—C MPH 09-20-19 4.2 ADD 8t-8tt ELEV. FOR TREVESTA Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1941 p, . y C) �• : �� N r :U con', ty� % J �o o BAR 0 F FrtRrt�ter,, 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 eth Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. 0) g g N go$�,m�� 0 M M P 2#� LL T� tll L-L LL ii �LL Q a 13I- is 0 0ixu, Z ��� OC W a''g mm° ETrn a1 IL= N'�(VO05 `rac+�QZ N U ❑�❑ W z z g v J d Z v ■ ^Ln W � LL V) Ln c _� U U A Q 0 s� y W Z g O oLL 2 p Q O E o Ua Z f6 CDE 0 < �WZ �z o wZ N i M zo ao a� ti �O Z � C �� OLL �w 8 3 7U W � C9 CV .� 00 �1 > CL 0 m M /T� 'W r\ O T N TT V/ .� T o r � re-0 � T N L Z Zca O E �' w a .. U Q 0 � JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. C S oar + N rrr .•C �. •,J a • CO 0 r t e+ 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 - Residential6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 N W Q 0 LQV _ O O- 0)CID N ik fC) N r N� Cep LL ::M0).2 J * W (� '9 LL LL -i w U. N C y ai W O1LL d LLI d W Z � fn rn g O O OJ �. M '' m m 'Cc 0 9 Z UnW 2 E -j "'< ¢O� Na�Q Z o� �0❑ CDz M z Y Q J d V) Q) _ M V z .1 0 u • V Y(�- W �O E W _ 0 M W M L.L w ouzo a E X U Z C� O C No aF 10 O ¢� (d C .2 O Zz z N J� 3 "2 Q QWZ iZ ID 12 3 01 Q wLL TW W- i 3� �LL � p <� �o O CO sT o¢ a= U 3 O00 >� J L � c� oin co CO J T 0 Q T 04 � M N f:!) Z O E a c IL U 0 Q 0 J JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW lid MIRROR VARIES / w Q MEDICINE o CABINET 00 144- O2 O2 U- Z U- Q p �> 04 > (h M ch M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt - - O (V FIN. FLR. KITCHEN 0 M a (V O M OPT. REF. KITCHEN MIRROR 1 0 ao Q M OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. cr TOWEL BAR ON BATHROOM WALL = SHWR. E) 0 VALVES w o Zo 00 = ' d SOAP ' C° ^ 60 DISH J 1 � � U o - 1 , `.t o 1 (V) M Q TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 U- �17 a :- a - 2x _1 � U? 0? FRAMING T 1 /2" GYP �'? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" � o (V N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI 0 CV O N 8 CS 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. W Q E Co 8 N CO to Q c� N pp ik O O A I, V O C M M n N J C LL LL �2 LL LL d y a C 11 52 Lu a dOf m ro 0 W Earn IL W NQrNi0) O U Z V ❑❑❑ W Z N (O Z v Q J d (An 'u O �V) N WE c E = 0 ' U w U o U) • �Q c Q o rn S� CD to w M J L z o � 4 K z Q oo 2® N R — Q o X U Qo z O � N ao�z °dz o w z ¢1H d . t0 ro fi t= - _x m0 0 Z -Z Yz z J a ° 20 fq Cn s�o W Q 3 v � 9 & WZ OF m _ �3 r >Oz CO is a i;3 J LN N .> 00 Q C o 00 l Cy) N O N00 T 41 T o Z m Z E O H 4 m Il E •• U J v :: Q l7 c J JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 2 N 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" 0101MINININININI I I I F07 I I FE_ I I I I 14'-0" RIDGE VENT 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 12 �5 1" x SMOOTH -�- TEXTURED FREEZE BAND HEEL 12 5� +3" SMOOTH TEXTURED BAND TEXTURED - CEMENTICIOUS FINISH ON C.M.U. CID (TYP.) F. FL. FRONT ELEVATION - B1 12 �5 T-0" RIDGE VENT SCALE: 1 /4"=1'-0" 12 �5 co ih N ---------- -------- - 1r_O ---------------------------------------------------------------------------------------------------------------- rr —---------- 2'-0" TEXTURED 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS /— 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — — - HDR HGT. CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS (TYP•) FINISH ON C.M.U. (TYP. ) rl\ — — — F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - 61 M. N 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 eats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 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. N .. = p p N (O 0 O Lo LL_iJ N Np^c =O --*,I� - a U. LLfp—f.. - a qN2 W Udj , ; LL- CL ZZzzo Za$� _ ��� O�i— IYm o @a;o C N m tp Z LLW 2Ecp spa O. N p R p rn 13 NQMZ UO J (56 M Z �0o�pp Z n Z d � Q d Na _ M m :g a) �.2 u W < � < �O w C E o ' � U m d w '— oo $ _ � ai co W Cl) 0 1 o � "os a 1= 0 w.1 a� z• w a c CL E E g O XU za U O XU o Z o N L *= woo 4 WZ a� ,IV rp Cl)C o o20'a` m � F O Z z to N of a0 W) 3 �02 Tr �SGY o w r = O CD C.0 5< a �f 3 J �N > d' L m Al W ro O .� N 00 t1. Q C r1 0 co _ F O .� J N T CD T � � m ' T 04 y LO o Z Z c E E y c`o 0 L) J Q 0 J JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 3.1, 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5� 7'-0" RIDGE VENT OVERHANG BE CENTERS ON DOOR 12 5� 12 �5 REAR ELEVATION — B1 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" T.O.M. HDR HGT. 1 -Opt — — — F.FL. ME r. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 12 12 �5 3 TAB SHINGLES. ROOF 5� INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED 2'-0 CEMENTICIOUS 59 FINISH ON C.M.U. Zo (TYP.) F.FL. RIGHT ELEVATION — B1 " =1 '-Ort �%% �O :Z ♦�0 *PROFES�iL``. iimut To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E m $� o�J 0 c N n aNG LL LL j� -J _J co Yj W rn LU 103— WUo f 0Cs m m - W W IL'emm Z ILa m n i rnrnJoa NQMZ 60 M H J Z Ov ❑0❑ W o� N Z J C d N U F X _ [7 Z l:/ ry, .O Cn Y W O Q c E o r._ U m ao w c r � V 2 U as CQ O Mz E o Zo �flo Z =o Q E f0 aZ�Z ZC) O N lM °dz o aZ yd±-. L ro NN C 0 Zug Z N �wO 8 U a W> a. 3 y w z o N3 04 L � W � C9 N .! r- �1 .� T C cc r O O 0) C' O T 2 C4 � T 7 - N iii to o Z Z O E .. N +�.. W C a U � ¢ p _J JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 3.2 I'1Al1will _J - 1_��Ld.ali�kEEkdl IlL .1i.L -MMUL - pilkklrl .illb� �V JiJlW1Y.. 1 u ..Lu. .,w _ _ ..s dJ 1 MUNLIMLYIIWLI< - I _ _1 1 _ - -. IL-- .1.--4-1-- '----J L �—. 1- - --` - r t1 d lII -- �✓I_ai_ . YLL �_- - a.' a ,. �.- ♦ ..- VARIES 1'-10" 12 CAP r CAP 2" 1 2" *NOTE: N iv FOAM TO BE USED 1" RADIUS ih = ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS to REQUIRED BY COMMUNITY hN V-5 " cv co = SPECS. IF NOT, iv 3/4" RADIUS t` M CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" BUILT W/ STUCCO. N 1/2" RADIUS1 4" VARIES EDGE OFa 1OPENING VARIES c 21' VARIES 1-4 „ M 1 VARIES 1 1/2" RADIUS r 2„ 4" _ 2 1/2" RADIUS 3 „ 4„ a a _ ZIE I I I - VARIES 12" 4" 11" 32" N ,�, SIN 2" 2„ r' r' 1" BASE • BASE 3" �T „ a o • N *NOTE: VARIES 8" 2" is FOAM TO BE USED _ 3„ 1'-6" ONLY WHEN REQUIRED BY r = cp COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2" d`"' 1" V-4" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 2 EDGE OF 34 I I • OPENING ' • 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, N the structural plans and specifications contained within these 4„ 10„ =I drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for 101, the 6" = Engineer's signature ral Tin seortions of the drawing pages bearing 20 co 4„ � N M iO a�p co, N N C N LL r r 0) U) Vj M W , y �4�r� C � li a d W IN 13 iV Q C. 0 Z cam°' o90 W. OM _0j 1" 13 2„ 4" 3„ 2" " 2„ N W W I W E T cn ¢ p a 4 6 = W m`on cV �� 3 rn�N p p y Q ¢ 04 J LL z ❑00 W 1" 1-1/2" THICK,. z 24 z � " _ 52„ 1,-5„ 52" 7„ 4„ a �# 5o 4" 1,4" 3„ N Z LL = N N z u— 00 w 1„ VARIES VARIES CD (10 CD Q � rz Vi Go Tad > r VARIES VARIES c Q • a g r 4" 8" 1" N� o _______ 32, ��o /=;O. M. z J 4 6" 4" KEYSTONE F11 0 = KEYSTONE F11 ►� E c f iv 0, _ _ OPTIONAL OPTIONAL o o U o wC =00 = r = ^ N fV � H r6 goOL o v co R6," cc 44" R4" " �T- N _ 1 z ' 4" GARAGE DR. OPENING 4" 3 4" WINDOW OPENING 4" °= ro <g mo 1, 3„ N c oLL d c o8 >rz � NOTE: � J � � � Z • INSTALL OVER STONE, TYP. c 8 Z VARI • FIN. TO HAVE TRADITIONAL 3 L. LOOK &SMOOTH FINISH W U 3 o 1 • • • i • FOAM/ EPS MATERIAL IS ° 2 ACCEPTED o ,I� NOTE: v =I • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o N SMOOTH FINISH 14" V-6j" 14, 12" 2'-1 fn 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5j" 1'-11' 5t' > d J T-8" 7„ = L I-- N 4" 3'-0" 4" 1" 10„ 1,4„ 10" iv N 00 CID00 = =v `y ° ( r iv = Q = t *J Fn '^ Rom" >. O LO N � i hi 0000 � T c%> cl r z E O d U Q m 1" Rro" 12„ JOB NO: 20-3570 _ 1" SCALE : AS NOTED N 0 1'-1" 1" 1 J' GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM `v • POLYCOAT (HARD COAT) I / 6 ACRYLIC SAND FINISH _ _ _ _ __ _ _____ _ _ _ __ .0 u u t ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & 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. 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 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET 0GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Fkhv SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN tQt EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH 1 CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) 110 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 0 THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER x14 copper to Ihgta a outlets 200 / #12 Copper to 20 amp ckts AMP MP #10-2 copper to WH #10-3 copperto Dryer w 0 or 4!0 SER Alu 200 amp 150 amp DI sconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 JJJ CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP GFI DISC. H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE ur%r%n Mt r% ant-nrl �vvr-" rvr. •.r r r r BUILDER ELECTRICAL PLAN — ELEV—B1 SCALE:1/4"=1'-0" 0 N 0 N 0 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W Q E N ro Q�pp O 8 N iR LQC"P-N oCo�� M ^ ra LL di 7LL� V2 LL LL O. a daLL � c as 0 Z ���, it o Oi A —1 9 m m O dIL WE Z un 0') N p O to a N a M Z Z ODD W CD N M z n1n z U_ LU W F NV, c E as 2 U 0p0� W U ' • Q, O W O � tW6 E QF Q U ca o¢a U O Zoe ao �g CV t to aZ � O N C ZLL Z W C-) r G � Nz t' r 3 �N a = L °f B ^' W � c� N .! 00 > T �\ c Q in ■� T N O T � Or-() Q T E (V o T E O h to Z C c cc a 0 _j ili Q p JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 4 t , L . Ali - - I -- , ,..wtu,airua+ar w, . ,r or •�' C) ry U `p 0 :� y •Y• * O� i PRl t e Ltd` 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. 0� 8 �N# 0 J , P LL W _4) U. U. _ a vi " w � vi a w r++ >g'u a 0 Z-0 OC°'3 CO ro mm� W Mm Q CL Cf 'rR. J p rn z• N N Q M Z a Z �0 ❑❑❑ W Z n z d � Ln f7 Z U U_ U W � a 0 W VV& �V) in c cc U i2i LU ■ Q S� o w _j g s E8 o'=a all N i=�g �� �U — E c CV biz m uJ wofu mo Z C 0" w g Ha O U W wLL ow �w 0 N Z W f Zl 3 �N 0 = L c� 00 Q C �m CO O //��CD V/ T JCOV � � � T W j N yLO o Z C O E .. f0 a U ° .�. cc Q 0 C JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 5 C d 64" H.B� 1'-98' A TYP @ 1 STORY S3 U.N.O. N- 01 3'-10" 1. 6' Y-10" L 7_1 n� i" _ 5'-1 5'-4" ---------------- ----------- ...... ........... ....... 0 , _ \ \ I I I 2'-�,. I :: I \ `� \ 16'-0" 4 6-10". :: III M I 0'-0., ■ -31/2�� I II o \\ ` ` SINKDISP I CO r ; \ I -------- I o ao A o to L I \� \ I I D.W. .. III} CV)N IL— — —J I CHA_STOIS _ED ;; :: :: r \� a " o { I ISTORY TYP @1 U.N.O. v r- STEPS AS PROVIDE 1 Y RECESS `� \ CJ L — — — — — — — — — — — — CJ OPT' T CJ CJ ; CJ _ I I ■ REQUIRED I FOR SGD. REFER TO `� \ REF. ......... ' ' ' • ' • • • ' ' • • • • • ' • • • ' . I • • ' PER FIELD MASON'S SLOPE FOR `� KITCHEN ISLAND :: I 19 CONDITIONS WIDTH LOW WALLS .... .. . 4 -0„ I \ \ \ 16'-10" 12'-10" o INDICATES FILLED CELL w/ 3000 PSI \ � � • : ; • CONC. GROUT FROM FT. \ \ ` ` W/ (1) #5 REBAR VERT ABOVE SLAB \ \ ::::::::: ' ::::::::::: ::::: ■ ■ ■ TYP @ ALL PLACES SHOWN I \ I TOP OF CONC./ PAVER T BE 4" . ■ ■ 4'-0" 4'-4" 4'-6" (2) #5 REBARAin ( HOOKED FTG. DOWELS 5" EMBED `� \ 0'-0" VERTICALS w FILLED CELL W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE BELOW FIN. FLR. \ \ BASED ON PROVIDE /' x 9" I STEEL \� 1 SLOPE, I \ LOCATION I \ RECESS FOR FRT. POOR C? L ZD \ \ \ 2'-6"x21-6"X1'-0" FTG in 4,. ( - S3 a o 25'-10 28" `� \ 9'-5&3" W/ (3) #5 E.W. 5'_0" I 10 O CJ CJ `�: \ I � T` — — � '- v TYP @ 1 STORY S3 I S3 CC 2 #5 REBAR I ( ) U.N.O. S3 VERTICALS / In I I c7 AHU I I FILLED CELL A. CV r 2'-6"x2'-6"X1'-0" FTG _ _ ; I ; ^ 3'-5" _ _ _. �� W/ (3) #5 E.W. 2'-6" x 2'-6" x 1' -0" W/ (3) #5'S E.W. "r (2) #5 REBAR VERTICALS w/ in �._ -3 1/2" I I : o I OPT. D PT. SLOPE 4 I M FILLED CELL OJI_ 5'4" V-10" S-6" A, 0 I. co , N Z, M. — CJ ;; CJ — CJ I o 3-1/2" MIN 3000 PSI CONC. I , , I ; 2,-7�„ I . 4 7'-10" 1'- " EDGE OF SLAB 2" co rn SLAB FOR HERNANDO ; BEYOND WALL COUNTY ONLY N I 3-1/2" MIN 2500 PSI CONC 10 SLAB OVER 6 MIL VISQUEEN I LF VAPOR BARRIER T ( 35,-4" 20'-6" ■ • 10'-0" I BUILDER I :: I PROV DETO I (2) #5 REBAR I I : APPLIANCE VERTICALS Win 4'-0" 12'-1" O FILLED CELL ; ; C9 I W.H. WHENEREQUIRED � L----------� --- � -- � — ••---------�' • • — PER FBC -- L— -------� S 0? A H.B. S3 TYP @ 1 STORY U.N.O. 5'-78 6'-4$' 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" _ 5'-2R" V-4" 1 FOUNDATION PLAN MONO - ELEV-Bl SCALE: Y4'=1'-0" 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 VWVF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 CONTINUOUS 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 corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ff��N:,' `,`0,,t11llldf �'�� ,,,' OWN • • • * r ti w �rtard/� O V: ES o t61 Itlitttt� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 61 H Q v E oo8 a N 0 h C b N J J # W IL Q 1- M � W N aaod >c`L13 Z � ra rn 0 W m°mo OCcc W ��� cv m o r— W CDQZ O6 Boa IT<C)Z 0 � z �� ❑Do W a) U R z N OQ NQ� z C Q Q v J f7 (nvl M fe z U_ U .. M � 4�• Ow r- N c o G F- e o g yi = d C) o CO • �0 s� co M M w Zz EE�Z. p Q z E U N I— C Z. �o X U ppa WK QU oZ zilia O f0 i O < ¢o az it J CO C vz m0 o� z J a ° az z ul v, � $C zz U W U 3 �d 0 �z az w w Q x o cfl z a _ a c°) 3 0 `N 2 L � W cc c� N .! 00 Q CO 1f— O • >' N J T Q± T 04 0 r- T 00 4) � T CV o Z Z E Q to� 2 w a o 0 _j Q p JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 6 rill III ' ' 1 ICI CJ1 CJ3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2"& 8-1 Old H HTT4 3610 3105 5/8" ANCH. /(18)10dxl-112 HTT4 4215 5/8" ANCH. /(18)1Old x1-1/2 J HTT5 4350 3740 5/8" ANCH. 1(26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-112 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 112" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 555 1 12-1Od x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 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 CJ3 CJ1 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-" CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 80. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 (A) OR 2 PLY ;ARRIER L N N N STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I 11 OR CONT LEDGER �A) INTERSECTIONS. SPLICING M TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4'=1'-0" qql L 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. 0) E m CD ai ri LLLL a U) M S N a z tN W - °- Way -0N0) 0�o m �a;� 00 m Co m g E rn o a LW ZmZ �om NQchZ V O j Z �0 ❑❑❑ W Cj ppM z N t0 — z o a 2 ) LL 1W r Cn Y LU OLL, V) c E to 13 /R V ' .. O U Co w w �! _ .o.ff� � C) o of: a Q rA t0 w Cl) U- E zo >p z b0 Q E Oucc tcc Uj r V O a 0 OU Zxzd ~ ao 0 Ww N ,.�,. L W O � J m is O ro � z z z W a �� U0 �W �k yLL O 6i � S a Cfl za �3 L iv 0 N .! 00 � T _ C 0 o m CO = T *Z 0 >' N r N -J 0 04 -- r C)o LO z z E E c a U Q O JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 7 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. 7132" 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 AC1530 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 stucoo applied In accordance with ASTM C-926 or other approved coating. 12. Lintets 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 verticaoad Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ''. ,,. , ,. ■ ■ ■ ■ I: W 8F441B/1T8F401B/iT 8RF4OoB/lT 8F321B/lT FORM & GROUr SOUR ' J �U O #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE - N.T.S. E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY U16- BMT ri tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT'f-precas'flmtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3, grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" 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. #S REBAR M IN. AT REaD (1) 1CLEAR ALTERNATE POWERS STEEL LINTEL � d d d ° d C ° .M.U. #5 REBAR AT TOP w d° d MIN. (1) REaD ° 4 1-1/2" CLEAR x a z ° . o GROUT _ D D n J " ;� Q d ° -45 REBAR AT BOTTOM OF = - m r j r L. - o-BOTTOM LINTEL CAVITY r%i Lou V OO to � 1 d ° ci O z REINFORCING Ir < U tL ir - 7-518"ACTUAL PROVIDED IN LINTEL Z D in < b > � i REBAR AT BOTTC �, 8" NOMINAL WIDTH (VARIES) C'n N oWC �° AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 planldetatls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemendtluos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1'-0" J. w � � w0 ry a. 4Q,V 0 .. Z 00 C LJJ • �� 1 0 Q � PRO F E5 �01 ` 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. 0 E m rp pp = O O 8 cda ie ik , Z Li M N n N # m tt �LL°'�Jl u- Wa LL ii a wa w � •c 13Zal v 0 0 o 13 ,0 .2 8 a: 0 a° E Z; E L N Q J W ° ❑00 N z_ z Z � �N V LL ''Z_^^ , �CZ N �O C In =) UC) _ Qu� sr o MZ M Z EE o 9 90 8 z aa� XU 51- Z t� O Ea0 0U �i a � C gg o 0 OLL Z J . �� N LL Q Y a, 5 � Iliw �_ -17 >04 J L °' c� .� N 00 � F- m _ CO o T.. CD rn tV CD T = 0400 % r of CV T LO d Z Z M E o r_ a 0 JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF 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 Ys 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: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, 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 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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 Y" GROUT FILLED MASONRY: /" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, 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'X 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 = 1,850PSI 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shalt 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that wi11 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 - ncrete ouerpo and mortar along the foundation perimeter must be removed ore extenor sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barriprmu$t be installd after is construction complete, including andscaping and Irrigation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY= II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 TYPE: 5B MPH) 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: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' 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. ,,,,\\t\iiyyyP �S`: •;�� tyro •, , b Q• w • • AT CO e"f`tAAt 0i ± %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. W Q pipp 00 0 � 07 m N iR i� Lo M crt r GoLL 0) � LL� LL LL a M N a - N W ai c ii a o- Z a CO 0 0: a, W. C c m o Q a Z ILW rn N a O h NQM2 UO J W z04 g z Q M U) N W Uo LL .0 _ o �0 w LU Q& co M M w z J Q m rc s� Zo O U 0 U oa VO QU ZoE o @ N i ao�Z g= <g V ro N C .2 m� . o ZLL Q% J .2 a • Q W �z N a 3 ;z 03 ° U �, W W U 3 0 �LV zl�a i; 3 .wwl m Al W m 0 N .! 00 �1 > m O �.. � 0) O T 2 = N 00 � r E W 4 j T CV Lit o Z c E O L JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Or., w 15/32" CDX 00 PLYWOOD OR 7/16" OSB , , k RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/el 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 x / 1/8" gap / / FILL CELL STD. 900 HOOK BOND BEAM Cl) w a STD. 90° CONT. #5 BCONT. #5AR >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" gap max. � 4 max. /71 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plyvrood/OSBwab stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange hcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor a+lh hmn wi Imdc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas--20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 0 0 0 5'-0" - STUB -OUT FOR 0 1'-0" o o ;n GAS METER = U N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1 SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (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 40 Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —x DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 mow Load bearing wall must stack over blocking and wall or beam below.* —� Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — tst Gui ANTWrIttit IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-T' 1'-11" 2'-4" 2'-9" 3'-2" 3!-7- Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-41 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-T' 2'-5" S-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" 20 1'-0" 1'A" 1'-2" 1'-2" 2'-0" 3'-0" 4'40" 4'-10" 5'-11" 6'-11" 7'-11" W-11" --- --- - ----- .. --- 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-T' W-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9f' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 13CI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1 -7 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. M_�- Installtight to top flange. SLEEVE THRU STE SEE PLAN FOR---'•• d .. FOUNDATION INFO ' d STEM FOUNDATION \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist ° depth I -JOISTS BUCKETS N.T.S. itE�il 1�I LAIC CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • * (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE a A. 'd PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE PLUMBING LINE tp2l \• a • ` d w 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 dV. d� Al G a .e a d'tA V d SEE FND. PLN. SIZE &REINF. �� % 0¢N ..........* 6 •, :w '* o 0 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 Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W t- E 8 9 $ U6 pO M N ib LL O M fA ,; C1. LL -, Wa 7 LL N 2 LA 4 M S W U, 4; aWa� 0 Z aim � 2f g09 mmo a W 2 N �p Earn <� ILZ O '� M Oit ¢ O Lo Q M Z W z z 19 J f4 13 Gn ';Mn D0 kJ fp •V N U-1 Ouh LU IF- _ 5 *> U Q • see 4 J 1. cu E G 0 N V i o w- o° 0 z0 oa I' XU 70¢ Oz ZO ff~ ra C 0 ZLL >_ z ink JW �6 rn O �� p a U U W VCL O� LL a NW =k ~ MJ 3 o N '�w , 8 0.1 3 �N 0 = T W C9 N .! 4 C N O 2 00 N T E :3H N � LO o Z Z E O L a. U JOB NO : 20-3570 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL �r Mqu �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 81Ix8"xl6" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. —� 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8„0 „„„ @„ x 10 J BOLT 24 O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1.4xW1.4 ° A.F.F. O.C. WWF OR FIBERMESH 2„ 2 ATTACHMENTS WWF OR FIBERMESH � � 31/2" MIN. ° ° ° d ELEV. 4-3 1/2" �31/2" MIN. 2x4 CONT. ° A.F.F. U_ JU_ o d ° ° e e — 31/2"(min.)-4" _ e 1/2"(min.)-4„ ° 4 a° N °O -rT 0 • 0 r • d GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" — 1/2 (min.). - 4" - () #5 4„ 1' " TT- 8," (2) #5 CONT. U.N.O. MIN. U.N.O. I . GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 S3 SCALE:3/4"=1'-0° S3 11.9 cJ PCS' EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M`�Jo s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY _0 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: BLOC 16" KNOCKOUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD () @ FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c`.r LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT °� (10)10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE -TYPE "S" MORTAR WALL SEE GG/S3) " „ MIN. 2500 PSI CONCRETE SLAB W/ V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 L - ° . A . (2) LAYERS TYPE I OR TYPE II aAV (#15 OR #30) UNDERLAYMENT 16 FOR ROOF PITCH 4:12 OR LESS. • _ -rj PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - — TRUSS (SEE UPLIFT SCHED.) W/ 8 —I „ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE P A 1, Z 0 ° ao 6 MIL VAPOR ° z �- BARRIER C r 1 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS = PAVERS � M 4" �. !' •' • 4 ! SEE A/S3 OR J/S6 m T FOR REINF. INFO. 3" MIN. CLEARANCE V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20^ MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM w/ (10)10d NAILS iv r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ¢ I— '� END OF 2 x PLATE TYP ASSUMED FINISHED Si PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o LU ° A . ' GRADE �„ �— ° ° • z #3 $ #4 LAP SPLICE GRADE 40 MIN. Fr- 40ksi a MONO OR STEMWALL .e Cl)o FINISH GRADE °O 2 [GRADE 60 MIN. Fy- 60ksi] 25" MIN. LAP [30" MIN. LAP] CO — z FOOTING MONO SHOWN o FOR CLARITY D D 6 MIL VAPOR BARRIER ° " ' °Q w I=1 i =III=III=III=III=I p, D o D N z #5 REINFORCING BAR R (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 = WWF OR FIBERMESH r TNIP 11 11 110.0 Mat COMP. SOIL. (COMPACTED TO • • % MODIFIED PROCTOR ASTM�Illl11�11Illl�l A TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL • FOR ADDITIONAL SLAB INFORMATION. 1,-1L Ih �11=ll-1L=. FII P I I P11R11= 11, MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N M •� ., •' M r• OP T .yam.,. —i SEE A/S3 OR J/S6 " tl FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA& — � • • ' a INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m w ' E- F_— M 6 MIL VAPOR BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS xxzx 10" (TYP.) 8" 1'-4" 8° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG"�� SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN () SEE ROOF PLAN 1 1/2" RECESS FOR S.G.D. (U.N.0.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS SEE PLAN FOR T 24" O.C. MAX. • " x " CONNECTION INFO ° TOP OF BEAM &LAYOUT DESIGN v v .. ' SEE ROOF PLAN a < e FM r (2) HTS20 FOR STRUCTURAL co09 C BEAM SIZE & _ A' ' 4 CONNECTION INFO ° I I a LATE P. 2x4 #2 SYP P.T. FRAMING w/ PLATE i6nsMIN 7/16"O.S.B. SHEATHING SEE A/S3/J/S 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION. 25 w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING ZL_� 1/Z GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. --INSULATION PER CHART ON FLOOR PLAN / CONT. BEAD SEALANT c M �6 x 6 W1.4 x W1.4 T WWF OR FIBERMESH M FOR COLUMN TO BEAM ATTACHMENTS M TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS TO FOUNDATION PAD " MAT REINFORCING. E M ao ? c� � ? t- w= o GRAD _ ___ = ° 4 a d °. —I 11=1 11=1 11=1 I w _—° =III ( 1=1I I=1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��S3 BRICK PAVERS or SLAB PER �' a w p o _ 1=III -III= 1=III=III z z • • �• — — o'-o°FIN. FLR COMMUNITY SPECS L` — d = _ —_ " _ W =1 =III=III— 1=1 711 11=1 11=1 11=1 I 111=1 11=1 11=1 I —I I I I I 11-1 I I —I 11= ' FooTING j I. ; I I I lIl l l l l l l l l-III=III—' BEYOND ' .r. • • ' :, PAD REINFORCEMENT l l l 3" MIN. CLEARANCE v••y �, :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .R • • * • • •�. CONC. PAD INFO. SEE SCHEDULE ' TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4'=1•-m" SCALE: N.T.S. S3 40 •" a Uj CO l�� * ...... ``trr oROt 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. a F Q 8 N t0 °gyp C �; a m N ik Q MC4^ N °NO LL 4:MM-8 # w I't7 LJL N . U. FL 0 f6M U, j a w w a� Z ���, 0 o 09 IM 40 m o W' IL m o � m m rn d Q u a NQv)Q V O 7 z O6 Do0 W N lh z_ c z (/1 _ M z 0_ U O N u a � A '— a U 0� S� O W m M o z U_ a o U � ' � oa - �z Z CD CDE °� <gm� &z ra (n C Y o Oz <W Z nm iJ �z a w g �o U az W a 3 U ao - = C °, 1 Mj O m Jz < a O � v 5 °3 124 L s' c� 00 m ^C^1 m C� � W = o .� J 04 N 0 0 T 00 ci m T (� iri Lfi o ? Z a E O E a U JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENL „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ WT4" O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (npj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WJ (1) #5 FOR CONCRETE PLACEMENT 7 • •- .-. -•' '' � • - • ��I■■ �IIII IIII'�. �IIlI_ IIII� ■■_ ICI' I��■1■ �IIII IIh� ■■I�� III■■ �IIII IIII� TE : 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J I r W 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a o e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�Npo� �N 2x CRIPPLES @ ---' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET fOP a 9ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 T -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O �R SIMPSON HTT4 TYP. Dp U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMIESON SP2 w/ (12)10d NAI AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING C O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN 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 rE SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED G . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 /-LLIINTELS a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END W v 2x TOP PLATE /V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (1)1/4" x 21/2" SDS (2215# SPF) ° ' • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-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 C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT G- • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I j 2X8 P.T. BOTTOM PE17- C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" -(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 @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM d d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. S4 : 0_ ti 11- :0:-j o �'•�• ;� � pR0 F ES,;%�o , ttttt To the best of the Engineers knowledge, information and belief, the structural plans and specifications, contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r�-p V 0 J M rn S ib LL (% u. 7 , N VIL a 0 W N 4; C. WW W } o m 0 W W IL IL c o 'O 2 ETo IZr� C14 m Z d o N U ~ V Z Q �d ❑❑❑ W R M N th Z_ z g J m � u- m _ N 0 W Ik '® 12 W 12 s001 U Q a CD � W Z M Qo o KR =_o o u E V i� r0 CL -V UO oL4 N i a� adz a W �� .--. C C". o .y Nm mW 0 F OLL }z� z(� �i Vi J 3 `uy „ � o 8 Z Uj a 3 ao11 az 1W o Rt �g � ill of .0W. k 120 am ^L1 W co N .> OTO .0-*-.> to 2 (0 T vo"CDT 0) d) J N 0 = N C� oo T ai cc j N LO o C E O H d w - a c°� ¢ o JOB NO : 20-3570 SCALE : AS NOTED SHEET NO. S4 S SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4,X2 3/41 1 TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR BLOCKING FOR TOP CHORD SHEATHING DETAIL FIRST FOUR SIMPSON H1OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT 1 EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t r24"MAX.TOP CORD BLOCKING 45°t2X4 CONT"L"BRACE TRUSSES @H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO S BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 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 AT LEAST 90% OF WEB �� @ $ 0 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR FATTACHEDW/10d EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ py BLOCKING EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE " " @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 wl (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" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Sj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR " NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING `� go °° SHEATHING DETAIL INFORMATION 1 12 2"x4" CROSS BRACE WOOD TRUSSES ;0 to APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS40�ATTACHED 2x4 PANEL BLOCKING W/ 2 -16d AT EA. TRUSS JOINT " �� (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ 1 ROW " () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) NS" " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1Od x 10d x 1 12" AT EA.7 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL 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)1Od & (2)1 Old EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d 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 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T' ON TOP OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS r-2x4 OUTLOOKER @ 24" O/C 77TOP CORD BLOCKING FOR — FIRST FOUR ROWS OF TRUSSES @ YMAX.1 EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" --� BOTTOM ATTACHED w/ 2 10dx3" 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" () �° SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 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. 55 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E SAND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION ARCHITECTURAL FI I H 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 114 DIA. x 7 LAG SCREWS OR EQUAL 2x4'T" ON TOP OF PANEL-j ` OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ , EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE:3/4" 1'-0 =" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR " WOOD TRUSSES 1063" O/C OCATIONS) 2x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S� "L" BRACE W/ I Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 .. . G < a _a_-.-. •II. • J` illa•e a • dl• \• �• a e • II d• a_a , li , e a •II • • a• II •• •Iln•• • II•• aid J. as '--CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. '--MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Old WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA W/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3l4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" -6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -VVI\ I. ULMII\l] GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 CORNERJACK a Y U 2 IY W z 0 HIP FRAMING REFERENCE PLAN E S5 0 z W a x 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL r5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4"0. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C rTq:;E!T 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. 14h All, NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Old AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 'IV ' LLLi . , '$1••. 0 ..•. ,� • F .• � • � O F 6 `�� ,. i�10 1 111116/,t To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages basing Engineer's signature and seal. 1.-.1 8 _N � o 4 N _ V m J M N t- a�j # oN0 11. t�71 Wa 10 =LLm LL LL N 4 Vj rNM W N dcLLaa"� = 0 Quern 8 o 0 =rgz of W Um on - rn d 2 Enrn a LO ?" a N � M Z o m UF- � z °6 ❑OD a) z — z a) z g a Wulra CD u_ C1 N 0 W (N c U E C7 M z 1 o LL E io a �� yo ZR 0 oa r0 W �U z10 ►� N � i U �< o d ro c ao U Nm mo LL Z _I g� i z W o CD �N 0 = 124 a� ^L W C_ > Q C 0 CO ... no �. A JCOV O 00 In 1vt ui Z 41 3 T 04 wLo d Z a e+ E O °: cc c 0- ci ¢ o JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. S5 9 3 (S 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFERr UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CON1 MAX 8„ ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. X 4 APPROVAL FOR CONN. 1x4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3116" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS 2 ROWS 3/16" x #5 REBAR � AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED O.C.& TAPCON @ 16 .C. &TAPCON. INTO STAGGERED @ 16"BLOCK@ (TYP) SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M. 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /21' DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90^ D. 90° HOOK (TYP.) ` 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB TAP @ x 3 -1 DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT L I]/::]/ METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLL71 APPROVAL FOR CONN. 1x4 IF NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT °EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" LAP SHEATHING TO BOTTOM OF BAND Mx 3-1/2" TAPCON @ 16" ., JOIST TYPICAL 2 ROWS 3/16" x 3-1/2" 1x4 () O.C. & 4" FROM EACH APPROVAL FOR CO)oy FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ NOTc FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL NOTCH WEB AT THE ' ±5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS Cq FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A_A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT ,r 1 PLY PRE-ENGINEERED TRUSS ' 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3114" TAPCONS . . BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KTwl (4)1/4"x1 1/2"SDS 1. 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"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT 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 12" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • . SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS . • : A' .; BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN ` . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO RN 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN = RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE A DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 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 IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8„ O.C. 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOV TO TRUSS TOP CHORD ERygN TO TRUSS MIN. 4" EMBEDMENT AT 16" O.C. + �NC'Th �'_0" 5�_On SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE � + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + 710 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED REQUIRED > ► EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • . /4" MAX 2'-0" 8" TRUSS + SOFFIT + ° . ►: ► ► #5 BAR P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1-0" ' ► • : CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. ► ''► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS _ _ ► •'' KNOCKOUT / 04 ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B (2) ! PROVIDE 2x CONNECTOR _ MONO FOOTING __ ' � • "' ° ►� SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EAPROVIDE SIDE BUCK- (1) WITHIN 4" 12d NAILN./S(3) SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 .► 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL •. ! DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL •: ° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! 9� HOOK N r TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL �. 'L, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ; _ %L ItL- �; :. L, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ✓ ' THRU OSB INTO 2 x 8 O.C. , ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-B REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3!4" =1'-0" SS SCALE: 314" =1'-0" 1-1 SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER . HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED SIMPSON "SET" a >' #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0�� w/ EPDXY MIN. 6" EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER „ 3 MIN. EDGE DISTANCE � a FILL CELL FULL HEIGHT W/ � OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE EXPANSION STRIP � v 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 XLLJ ► ► ► ��— REINFORCING AS FOLLOWS: ' ¢ r 1A * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ► e g * ". PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ > p EXISTING FOOTING 2 #5x6' IN CONC. ( ) COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° .; ¢ _ LC) FILLED CELL T FURROW. SMOOTH. DO NO ° ► DRILL 3 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE ►, p . ► `. ` SET BARR N IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N ° REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g *> TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT • ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ► \112 #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 A S ECT I 0 N 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. 4c a . � Tr O F E, ,���� II l i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Fonda Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rp Q 8 000 O/ N J ci MM�y pipLL iii 3 tJy r' 2N LL J d LL a 0 ai ii 52 a o� u °• a um,' z o Z 0 U) a 0: oC W y4 �� m00 ¢ F ILCL p N Q M Z O J 13° z d ❑OO W z J C7 to z (Dro l.1 �z 0 Ory N was _ _ 0 Q, o M ZZN E EE =a E CJ (O ~ k'0 . as oa UO �z Z p � O °aa O oa Z K� ra `� _ o zLL z J �i0 �0 U Z i. WLL h W W �Y K7 r 111111111� ilia u 3 a; W � N .!00 Q_ CO I-- Al m W ca _ oCN r N oo ?_0 � T Lj 0 ` E C) E d ac0 0 JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. SS J 0 J m N N S 0 a N N .:Zp- LO 0 EO 51 CROSS BRACING DETAIL (TYP.) 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D13—il 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. '---Z—WOOD TRUSS J 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 r7 \N SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. 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 SEE PLAN FOR PLATE BELOW TOP OF WALL ; p MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 W/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE: NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE (OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE �7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLAN E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rAN� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SCALE: 3/4"=V-0" A A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX 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. ju 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON fl,\ HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl 2�� SCALE: NTS 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 KNEEWALL @ ENTRY FRONT WALL 6 SCALE: NTS 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 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 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- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS ,�,��tst�ssesr�rrr � r ,• p .....• �,, • '•`'� wry`° 4:- 'p;..j=o 'r• - ft PROF�S 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 - Residentiai 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F_ m 's N R N V J MNr- N OND LL a 9-'j ;qW'J' LLa co M Q '6 S W y LU LL 52 a 0. �yo� 0, _ tea,& .z 0. W m o N � E CP = LLW 6 aMV � N Z Q O N Z ° ❑OD z C4" z g ti N v� z M y V o O N w c E ' U m w � Q 4 o W M 0 =1 Z Qiz E 8 a� z® E H r0 a'. X� a ~ aa. `�i; O z Na z 0W wa 2ia z m� �o N C po ZZ S U m2 0 0 LL z (n J ai y m Q W �m � CL � o� �o az W i3 0�K LL j a �I °N = J L d LU ^' W M > N E00 o 00 c CO O T N O � � Q T m T N ` iri L o z z = E E N :3 m _ a U a p JOB NO : 20-3570 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER TAPE -� (ASSENISUO WINDOW ) l 1 t HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST 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 AND FBCR 703.7.3 Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list 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 WEATHER VE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIh SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" 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 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 8 2 SELF -ADHERED FLASHING O 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER 1'4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER a IX W U) W U W IY W 0 x SELF -ADHERED FLASHING PATCH HERED FLASHING Alt PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 8 2 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. Ial III nlnlr_ DgpER (TH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. 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 R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE PAPER TO SHOWN) 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish ADHESIVE AS SHOWN) g SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 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. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) 0 o- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS CSR�ZS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8' Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing ....AV99 . L772-Z 0. 21.0.4 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 N O To the best of the Engineers knowledge, Infolmaton 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 potions of the drawing pages bearing Engineers signature and seal. E co 8 N CD 0 V Lo - N r LL W a LL LL LL a a Z 0 _' C" a� c LL �Nrn W CO 1 aul 0 0 O mm OJ W � E a' ;; R N C 0 na t] y z 04 001 U O j W (D z n z g J V d IL N z � U `J Q) O yz U � � = o 1 Q � � 48- w M J ya � C E �e Z E°oW o� X U ._. U N i �o %do ¢ � M C - C z U yo %s o 2 ra Z o J N <b �W 2z Teo W C) 8� U =K J CD CD J= <a MO �O A °§ 0 �N = 'W4; J it e ^L' W � N .! 00 m T V O '- J 0O T 1-1 00 00 T 6 EE C 'T- N ` iri c Z Z c E E H y m c a U J JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. W P F v. FL17244.1 d ESR-3455 - 12/31/2020 AM t. PRODUCT APPROVAL SPECIFICATION SHEET (2018) - - --- As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building componerfts listed below If the will be utilized on the construction Y protect br which you are applying fora N CU 2 L Q O L •- }, CU � O .� t` - L O Q 0 O = C •O L _ - CD O - 4__ CU An Q � � N Q � 2 4 Q. .� Ci) Q ss' , iM FL10446.2 ESR2606 12/31/2020 Jews As Mass UffA3 as,HD210-2 FL17232.3 ESR-3445 12I31/2020 HU2102 FL10856.4 ESR2549 1y31/2020 47 HD212-2 FL172323 ESR-3445 12/31/2020 HU2122 FL10856.4 ESR2549 12/31/2020 Mounting BradGgts(10&aur"j 4-i/2"x4-I2•x2-12" O � 0 � 8 lCk CrOSS Sett (Maybtacut toiN) See Anchor Schedule Rl htBracicet(1f>FGatlge) 1 Ir ft A325 Galy. (Typ.) n 4 i14-Dfil Screws 10-51r AX Unit &mom Edge Hurricane 5tlrap (Typilcal:31nfront) Wasters Front Cross Support ( t t SElf-1ACICIf1Q� be cut Left Bra cr>►t (16 Gauge) #14Self-E rAling5tt@WsThru5facklim & Sa{kCross Support Into A/C Unit &anoint Side (Typical: 3 eachside for hurricane LIS@) ION I Nf i HMATI i N 4-11-- ioan-aio"am MawtwithcahHaat,ksweAirAmz a -.._.. HD216 - - FL17232.3- --- ESR-3445 12/31/2020 HU216 FL10856.5 ESR 2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL7232.2 10856.1 ESR-2549 12/31/2020 Cate /Subcate o Manufacturer Product Description Approval Numbs s Test Pressures Ex . Date _-_ HD26 FL1 .__ ..- ._._ ESR-3445 12/31/2020 HU26 FL10856.3 ESR2549 12/31/2020 1. EXTERIOR DOORS _. ----_-___ HD282 _-_ FL17232.3 _- _m_--�__..-_.--- ESR-3445 _--- 12/31/2020 HU28-2 FL10856.4 ESR-2549 12J31/2020 A. A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F120461.1 +67.0/�7.0 psi 12/31/2021 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10656.9 ESR2549 12/31/2020 HD412 FL172324 ESR-3445 12131/2020 HU412 FL10856.9 ESR-2549 12/31/2020 ThermaTru Firber-Classic and Smooth -Star (NON4MPAC1) FL20461.6 +67.0/-67.0 psf 12/31/2021 HD610 FL172324 ESR-3445 12/31/2020 HU610 FL10856.10 ESR2549 12/3l/2020 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 - - - -- HD0410 ---- -- - - - -- -- ........... - FL17241.7 ....... -. _ -___- ESR-3444 12/31/2020 HUC0410 FL11468.11 SIM200804 12/31/2020 ThermaTru Firber-Classic and Smooth -Star (NON4MPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGAIOKT FL11470.4 SIM200803 12/31/2020 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf 12/31/2021 _ HGAM10 -- .....__..._ . FL17699.1_ { - -_�--Evaluation Report - _ - 12/31/2020 HGAMI OKT FL71470.4 SIM200803 12J31/2020 ThermaTru Smooth Star and Benchmark FL15225.5 +67.0/-67.0 psi 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR2551 12/31/2020 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/67.0 psi 12/31/2021 HTA16 FL97680A Evaluation Report 12J31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/3l/2020 HETA20 FL11473.5 SIM20D802 12/3l/2020 HT1716 FL17324.2 Evaluation Report 12/3l/2020 HTT16 FL11496.1 ES-0130 12t31/2020 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 psi 12/31/2020 _ HT1745 _ _ FL17324.2 _ Evaluation Repot 12/31/2020 HTT22 FL11496.1 ES-0130 12t 2020 PGT Series 5570 FL251.10 4/14/2021 HTW16 FL17244.8 ESR-3455 12i31/2020 HTS16 FL10456.22 ESR-2613 12/3l/2020 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 HTW20 FL17244.8 ESR-3455 _ � 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12J3l/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/•41.0 psf 5/21/2028 H7wM16 FL6223.2 Evaluation Report 12/31i2020 HTSM16 FL11473.11 SIM200802 12/31/2020 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sit) 12/31/2025 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 _HTWM20 FiUGT2 FL6223.3 Evaluation Report _i_2t3i_/2b_2_0J HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223 3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 2. WINDOWS HUS210-2 -- FL172326 -- _-- ESR-3445 -- - -- 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 H118212 2 EL17232.6 ESR 3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12/31/2020 PGT Series 5500 FL239.7 7/30/2020 HUS26 FL17232.6 ESR-3445 12/3l/2020 HUS26 FL10856.11 ESR-2549 12/31J2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/3l/2020 HUS28 FL10856.11 ESR2549 12/31/2020 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/�0.0 psi 4/3/2023 --HUS28-2 FL17232.6 -- _ ESR-3445 _ _ ._ - - ---u 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 PGT Series 5520 FL243 4/30/2020 JL24 FL17232.7 ESR-3445 12J31/2020 W24 FL10655.103 ESR 2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 W26 FL10655.104 ESR2549 12131/2020 D. MULLION M) Windows and Doors Series 5764 FL15353.2 WA 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR 2549 12/31/2020 PGT Series 5500 FL261.1 WA 5/26/2021 JUS24 FL17232.10 .----- _... ---- --- --��._ ESR-3445 12/31/2020 WS24 FL10655.109 ESR 2549 12/31/2020 E. OTHER JJS28 FL17232.11 ESR-3445 12131/20201 WS26 FL10655.111 ESR-2549 12/31/2020 JUS26-2 FL17232.11 ESR-3445 12/31/2020 WS26.2 FL10655.112 ESR 2549 12/31/2020 3. PANEL WALL - __Siding James Hardee Building Prod. -.__.._.. __.._._. _-._.....- ..__.-2 Cemplank Lap Siding and HdiePlank Lap Siding FL13192.1 - FL13192.2 JUS28 -_._- _.._,-....._.__._ _. FL17232.11 ESR-3445 _ - - _ ..--__. 12/3l/2020 _._..__.. WS28 FL10655.113 ESR2549 12/31/2020 -_ A. SIDING WA 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12J31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR 2615 12/31/2020 KST260 FL17244.15 ESR-3455 12(31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 C. COTHER LSTA12 FL17244.18 ESR-3455 12/3l/2020 LSTA12 FL10852.4 ESR2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/3l/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 4. ROOFING PRODUCTS LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 WA 12/16/2022 LSTA24 FL17244.18 ESR-3455 - - _ - 12/31/2020 LSTA24 FL10852.4 ESR 2105 12/31/2020 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N!A 10/18/2021 LSTA30 FL17244.18 ESR�455 12/31/2020 LSTA30 FL10852.4 ESR 2105 12/31/2020 C. ROOFING FASTENERS NOT USED LSTA36 FL17244.18 ESR-3455 12/3l/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 WA 9/9/2026 Florida Department of Business & Professional Regulation Page I pf2 Building Codes and Standards 018 Product Approval Application Detail _ LTS19 _ _.....- FL17219.2 - - _-�..�-- ..._. ER-0200 _ ___ __._.--.....__-02- - -------- 12/3112020 LTT19 FL11496.3 ER130 1?l31/2020 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2020 LTS20B FL17219.2 ER-0200 _.-__. 12/3l/2020 LTT20B FL11496.3 ER-130 12J31/2020 LT r131 FL17219.2 ER-0200 12/3l/2020 LTTI31 FL11496.3 ER 130 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 WA 7/10/2021 Cn �� > O }# ��tt� (^/ i ICU > ♦ ►^ V a_27 r1 0i U O L� MM� W [L Q ^' W Z J Z Q J LTW12 - - - FL17244.8 - -- ESR-3455 - - 12/31/2020 LTS12 FL10456.29 ESR-2613 12J3l/2020 E. ROOFINGTILES Boral Tile Villa900 FL7849.27 - FL7849.28 WA 12131/2020 _ L_UGT2 - -- -MP3 - FL17240.2 ------- - ESR-3447 - - 12/3l/2020 LGT2 FL11470.7 SIM200803 12/331/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 FL17244.22 ESR-3455 12131/2020 LS30 FL10446.15 ESR2606 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuffLok 16" wide roof panel FL11651.2 R3 NIA 4/12/2024 � 1 1�s g� Dat.Pernenp !ems MW version Manufacturer ggtg EraknarBLicense Valmatedaw Yyid�d § FBCAoprovsi 3 Revision 2017 Gulf Coast Suppy&Manufacturing, LLC. Eng David Daniel S.Kuhn Locke Bowden P.E. 10/122017 10/102017 10n7R017 12n22017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing Intoagulftxestsupply.com Compllatua Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer %1- ouamvAssrrmca Approved for use Approved for Use itVID00 Design I g Product Modsi.Number orMM Product Description cowadEmiratlonDate inHVHZ Outside KVNZ Re gig 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel o41122o24 No Yes N/A +NIP/ over 15/d2&qud; Plywood-108.5PSF 2 0.032&qud; Aluminum GulfLdt MIn0.032&qud; Aluminum Gulf Lokl6&qud;Wide 04/122024 No Yes N/A +NIA/ Roof Panel over '15/32&qud; Plywood-116.OPSF 3 1&qud;24ga.Gulf Snap 18,qud; Gulf Snap 24Go. 17&Wd:wide ROW Panel 04/122024 Yes Yes N/A +N/Ah131.OPS over 15A2&qua; Plywood 4 1&qud; 24gs. VersaLoc 1&qud; VersaLoc 249a 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +NIN over 15/32&qud; Plywood-138.5PSF 5 %qud; VerseLoc .032&qud; Aluminum 1&qud; VersaLoc min .032&qud; Aluminum over 04/122024 Yes Yes N/A +N/A1 15/32&qud; Plywood -101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24gs. 16&qud; Wide Rod 04/122024 Yes Yes N/A -NIA/ Panel over 1522&qud; Plywood-116.OPSF 7 1.58,qud: 24ge. VersaLoc 1.5&qud; VersaLee min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/AI Panty over 15M&qud; Plywood-123.5PSF 8 28,qud; 24ga. MegaLoc Min 24 Ga. 23,quct; MegaLoc 18&qud; wide Roof 0411T2024 No Yes N/A +N/a Penal war Gulf L qua: Plywood +N/Al-PSF 9 24 Ga. Gulf Ldc Min 24 0a. Gulf Lok 16&qud; Wide over 15/32&qud; OM122024 No Yes N/A +N/A1.8s.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/AF93-5PSF over 1x4 wood Purlins over ts/32&wd; Plywood 11 24 Ga. Gulf Seam Min 24Ga. Gulf Seam, I3/4&qud, Snap Lock, 04/122+N/�024 No Yes N/A t8&qud; Wide Rod Panel over 15l32&qud; Plywood-108.5PSF 12 26Go. 5VCrimp Min 26Ga. 5VCrimp Roof Panel over 15132&qud; 04/12n024 Yes Yes N/A +N/A/ Plywood-156.5PSF t3 26Gs.5VComp W26Ga.5VCrimpover l5/32&qud: Plywood 04/122024 No Yes N/A +NW131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 10 Wood 04n22024 No Yes N/A +N/A/ Purnns over Gulf Lo qud; Plywood - NIAJ F 15 26 Ga. Gulf Lek Min 26 Ga. Gulf Lok 18&qud; Wide Rod Panty over 0//122024 Yes Yes WA +N/A/ 15132&qud: Plywood-161.OPSF 16 26 Ga. Gulf Ldc Min 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 04/122024 No Yes N/A +N/AF63.5PSF 15/32&quot Plywood 17 26 Ga. Gu"PSR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/Ar Plywood-154.7PSF MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR2606 12/31/2020 MP4F ----�--�WIPS FL17244.24 - ESR-3455 --�----�- 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 • SHUTTERS FL17244.22 ESRS455 12/31/2020 LS50 FL70446.16 ESR2606 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WMI416 FL108e7.86 ESR-2615 12/31/2020 A. STORM PANELS Global Protection Products Galvanized Steel Stain Panels FL15076.1 - FL15076.2 WA 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR 2105 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 WA 12/31/2020 .--_._-_-MSTA15 - _.._.....___......__ ............. -------�FL17244.18------ ..__...__ .�------ ESR-3455---------------- _._.-.-.._.._..__._._...__.-.....__,_.._.--_._..__-_._ -.._ 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 6. STRUCTURAL MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 COMPONENTS MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 A. WOOD CONNECTORS/ - - -- -- - - -ANCHORS y USP Structural Conn. see chart MSTA36 _ _- FL17244.18 ..._ ESR-3455 12/31/2020 - MSTA36 FL10852.9 ESR2105 12/31/2_020 Sim on Strong -Tie psc see hart MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR2105 12/31/2020 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2020 MSTC52 FL17244.26 ESR-3455 12/31l2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 WA 1/1/2023 _ ------MTW16 FL17244.8- _ _ ________ _ _ _ - ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31%2020 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 WA 3/31/2021 -_-_-_-._-.. MTW18 --_..___.-_-._-._. __ FL17244.8 _. ___-.-....._..-_.___.-_.__.___- ESR-3455 -..-__._.-_. 12/31/2020 MTS18 FL10456.35 ESR-2613 1y31/2020 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/3l/2020 Commercial Concrete Products, Inc High Strength Concrete Lintels gT FL1774 NIA 5/25/2024 MUGT15 ____ ____ FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12--FL578.2 Evaluati(r1 Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/3l/2020 MBHA3.56/16 FL13904:6 ESR-2616 12t3l/2020 PAU44 ---..--__....-...._._.-_.._._............. FL17239.13 ..--.-_.-____ ESR-3449 _..-.-.__.-_..-_._.__......__._. 12J31/2020 HDU2.SDS2.5 FL10441.4 ESR-23M 12/31/2020 PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR2615 12131/202D PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1 co of the product approval, 2) ` ) PY Pr PPro 77; . ;._..._._---_.-_...�.�..r_---- _..._';..._ ..___.-.,_.- .--_-m___..______.-_.-_._-_ .....___._... __.-._--m..._._._�___. -_.______._.... `-- PHX13516 FL17241.20 ESR-3444 12/31/2020 CS 16 FL10852.1 ESR-2105 12/31/2020 RFUS .__--.- . _ _..____ FL6223.5 .._-.- .._ .-_-.__.-._-_-.__. Evaluation Report ____.__.-__._.,__-_._..�p ._.....-.____.-.__. 12/31/2020 H1 FL10456.5 ESR-2613 12I31/2020 R5150 FL17244.27 ESR-3455 -._ 12131/2020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-344$ 1 2/31/2020 H10-2 FL10456.7 ESR-2613 12J31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 1­110A FL10456.6 ESR-2613 12J31/_2020 RT161A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 _ 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17236.3 ESR-34Q - 12/31/2020 H5 FL10456.15 ESR 2813 12/31/2020 RT5 .-.-...-'-'-..'� - --....- - _ _FL_17236.3_ ESR-3448 --- ---- --------- 12/31/2020 H2.5 FL10456.11 ESR-2613 12/31/2020 ._. _ .... ....... _ _..-____ . __ __ - --. ___ _..._ ___..._.-_---_--------...__ _._ -_ -_-_._- - _..._._._. ._.._-- ._--_..-_ _�-___ _..---_ --- -_.. _ - __-- .. _... --._- •, APPLICANT SIGNATURE DATE ': -___. _ .__.._.-._.... .. _ __.__ _ . ,-__.._ ... .. _... .-__. __.. _.._._._. _.:_.. __.. _._. .. _ ._ .._._.._ .. _. . . ._.. -- -_ _..__ _._ _ ._ - RT7 FL17236.3 --- ESR-3448 ---- 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12J31/2020 HS FL11470.3 SIM200803 12J31/2020 RT8A FL17236.3 _ -- ESR_-3448 -�-�-- � 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL1 FL17244.30 ESR-3455 12131l2020 SP2 FL10456.42 ESR-2613 12l31/2020 Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards 3aaMls Product Approval Application Detail SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12t3l/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 _ ESR-3455 12/3l/2020 SP8 FL10456.45 ESR-2613 1_2131/2020 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 Quality Assurance Approved for use Approved forum impasit Deslan $�Product Moety. Noisier a Name contract Exdration Date In HVHZ oumda fmu g g .g 18 26 Ga. GuIfPBR Min 26 Ga. GuVBR Rod Panel over Ix4 Wood 04/122024 Yes Yes NIA -NIA/ Pur ins war 15f32&qud; Plywood-151.7PSF 19 26 Ga. GUIfPSR Min 26 Ga. GuIfPBR over 15132&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GutfPSR over 1x4 Wood Purins over 04/122024 No Yes N/A +NW 75132&qud; Plywood-151.7PSF 21 26 Ga. GutfRib Min 26 Ga. GU6Rib over 10 Wood Purlins over 04/122024 No Yes N/A +N/A/ 1582&qud; Plywood-164.2PSF 22 26 Ga. GuMb Min 26 Ga. GUHRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.l 23 26 Oa. GulfRib Min 26 Ga. GulfRib over 15l32&qud: Plywood 04l122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GuIfRiD Min 26Ga.quo Guyb over 1x4 Woad Purlins over 04/122 15/b2&gook Plywood-164.2PSF 024 Yes Yes N/A +N/A/ 25 29 Ga. GutfRib Min 29 Ga. GutfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/At &qud; Plywood-123.5PSF 1552CU 26 29 Ga. GutfRib Min 29 Ga. GulfRib over 15/32&qud; Plywood 04112n024 No Yes N/A +N/A/ -146. 28 Ga. GulfRib Man 29 Oa. GutfRib over 1x4 Wood Purina over 04/122024 No Yes N/A +NlAt 7M6&qud; O.S.S.-101.OPSF 28 29 Ga. GuMb Min 29 Ga. GulfRib over 7/1 S&qud; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF SPTH6 FL17244.32 ESR-3455 -------_ - 12/3l/2020 SPH8 FL10458.48 ESR-2613 12/31/2020 SPTH8 FL17-2-44.32 -- ESR-3455 12/31/2020 U24 FL10855.141 ESR2549 n_...-._._ 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR 2549 12/31/2020 THD28-2 ----------- FL17232.16 ---------------------- -- ESR-3445 ----...___-._.___.._ ......__..__.-. 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 _ 12/31�2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8SDS3 FL10441.1 ESR 2330 12/31/2020 _ _THD612 --_ _ _ FL17232.16 _ -� _---__ _ .ESR-3445 _ _ -�- 12/31/2020 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 _ ESR-3445 - 12/31/2020 MSTAM36 FL11473.19 SIM200802 _12131/2020 12/31%2020 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHD8 FL17219.5 ER-0200 12/3l/2020 HHETA20 FL11473.9 SIM200802 12J31/2020 - -___-..-.._._ - ..............._......._.._._._.____.-_.__..__...._.... - -_-___...____......__..._._._._..--_---._.____ LGT3SDS2.5 FL11470.7 SIM200803 12J31/2020 - LGUM26-2 FL11473.12 SIM200802 12/31/2020 - _ - - - - - - - Search Criteria Code Version: 2017 FL P. 11651 Application Type. ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Slalus: ALL Compliance Method: ALL duality Assurance Hilly Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Proasure: ALL Date From: ALL Date To: ALL Code Endity or 292 Do Date Pendna 20 am won Marailecturer 92DURILEnnlnar & Llcanas Validated By Validated Submitted FRC Aooroval evggyjQ Saba Revision 2017 Smart Vent Products, Inc- Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08N72018 0a/17/2018 08232018 101082018 Approved Category: Structural Components (877) 441-8388 PE-73778 (334) 300-1800 StbCategory: Products Introduced as a Result of Info@srnedvent.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -�. . .Approved for Use Approved for Use Desim �g g Predud Model NuMv r Name j egg In KVHZ Outside HVHZ A29" PrOMFAk 1 Smanvent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +100/-100 2 SmartVent Model #1540-511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +100/-100 3 SmadVent Model l #1540.520 Insulated Flood Vent 1213112020 20Yes Yes N/A +10W400 4 SmartVent Mode#154"21 Insulated Flood Vent 12/3120 Yes Yes NIA +100/-100 5 SmartVent Model #1540.524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A N/A 6 Smanvent Model #1540-570 Wood Wall Insulated Flood Vent 12/312020 Yes Yes NIA +100/-100 7 SmanVent Model #1540.574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A N/A SHEET NO. PA 1.0 ELI.,.. .I Lr :_.W_111 I I 1 11 l I , 1.1... 1Yl■IeLILL l a,l 111! r - on Pa(P3e15 Building Codes and Standards Product Approval Application Detail ,vlb2ota Building Codes and Standards Product Approval Application Detail tylrmta Florida Dpartrrarlt d BletTsa a Probational RsguWlan ��� Coda � Standards Product Approval APPrcM� Otlhr P/a.+ a, U°°PN Florida Dspartlrarlt d Bus6less a ProAtallorlr Regulation ttuNdinp Codes tmd titarldarde Product Approval Application Dater rams 4atll EaapLac gar r■. Ltatao.oa gate >.aL EDeoLa gate raa Data P.nMne Gda B� Be1N�ffi �! yeli{ir L Sii�ati Endmer a Llwrre Validated By SuboaRlad ial0� t �( 7= ��- L �� Fflalrrp a Llwme rin{e� Mad awmdw ). Rev{gon 2017 ThNma•TN COrpOtrlOn Cte0o7•Ekedp DBOrs Pock Wlph! Lyndpl F. SCIa111tlL P.E. Ryan J. Kela, P.E. (418)29&1740 PE-13909 (813)767-�66 tOi1a201T 07/'12201T fOHB/L017 i2JI22017 Approw.d ReVr0r1 2017 ThYm►rn Corypetbn C.tpory: 6dabr Doors RkK ralard Ly,kpl F. Sdanitll, P.E. Ryes J. Iaq, PE. (419)288.1740 PE-43/N @73)76T-66B6 17fl3l2017 12n3rM17 17212017 02A32018 App,md � � � �llm �'■ ice@ �AL� 1�1(� � Qk �� ]� L� l71'i.A■00w � !ate lrrr ift 3Y✓r � rdbfQ �$ � 10�iLt� 1�m rra Oue � ilk !�� tale !l0'Cia�lr !�M■ irk B,a,Creaeryftinging :Pxrerler Door Aee•meaee ComPaenw Nahoa: EVUWaN Rapp, aom, FIaWe ReaMerw A,chlled «, Uc•neetl FIonN rldtv�nardyeomWara. co,rl slrcrwpr Sahlakp Ekerlp Do«AasemlxN. Comptlsnw MNhoe: EVekrtlen R•porl trome Fkride ReaMersd Arehe•a «■ LloemN Florida nclprwneYtr■e. cum Rrerkn aD17 TAMm.-rn Cap«Mbl c■ueo+le E,ae,brpope M+■ahe■+y, BNYlakle E,d•tlor DopA,eNraN Rick vA'Ipl�t NMINeI AOMN�aona INN J. pIq, P.E (4ilh 1a61740 eYraa klela,b @1817e7•eea �IV,M• ,7/1WlOn aWI1/lat7 tNtlrl017 ApparW me, abn 1017 mMnrrn C«ppaaN, altla«y: ®ONbr pope Rkk NBlpkt N•YonYAaa•a•efMla RyN J. 10,y, P.R. (,1%8aa-1740 IMn•aNIMII YMMIIb @1�707-aaa6 ��� ,YgG017 aVN/2017 tYtl/20t7 Approved webnionel Erpin■o Proferlaal Engineer asapMNelN,se: CarautlN Mark or Us" 000" ONPeaaoeer•erd: C,rtleoetlpl Mork or LN6p set Predue, YedN. Nualer erNeme tLaelrareeaallan � Aemewdf�r Uee AmrawdfarUw )� )map,( Laidet reels PO■aiR Hsm.t Product YedN. NemEer e<Neme GWav Assp,nee AserevW for Los ANrowdrerUw least raNa �� le®rlta[W lee■rsrLlre r■ � U 0 -� Q O 0 Cu CL U � -ate-.■ C iv O O O O W c O LL Mn O O Qi t... .� CO Q ■ O ■ O W i 0 L Q C U O U V, V m w Q Z Z Q J d SHEET NO. PA 1.1 Florida Department of Business a Professional Regulation P,9.1 as Florida Department of Business & Professional Regulati 4- ICU ICU cc) ICU o Nwosw opeopw No a rStandardlis z ofessional Regulation was 2 az leteplolim ailivitbanwhost = Hung QNNkknm goomLim CL CU 0w6ldpoartleMea s,eeeawpy: war anwl�lYkuetriN.mn Me) ramumm aginuaLbeem amooLmAOLOMIKWALBM EMOAMENALMNEkffALIM oval Application DefdCU 1111L. :�..,I'L -L i . r l 1 _ - _ . - JA, ... _ L IG1Li_L— - - - - Florida Department of Business & Professional Regulation Pace 3ar3 Building Codes and Standards 100( m Product Approval Application Detail ride Ia6mLm gLa an gs Ilona BM version MutantMd fBC.AmM1mml Aparoyed Ron Revlalon 2017 GAF Michael Bush Robert Nlemken John W. K—i- PE 12M 1/2019 12M t/2019 12/182019 drag FBC App. Category: Roofing (800) 785-3411 PE59188 (954) 772-8224 enbCategory: Asphalt ehmgies mekeh®pel cam Compliance Method: Evaluation Report tan a Florida Registered ArohBed or a Licensed FWde Professional Engineer Caudity Assurance Anrnaved for Use Aowevd for Use impact 2MM Eat $ In lone 4tLltle lone RMeant PaMIIm 1 GAF Asphalt Rod ShmOles Fiberglass reinforced 3-tab. WnMded. 5-tob and 12/162022 No Yes NA WA hiplidgaa phalt.hingles Florida Deparinsnt of Business & Professional Regulaton Plo.l a1 Building Codes and Standards u mils Product Approval Appicaton DOWI aAISH&M gob BM Mamba MtalAaoYra[ smolmr LobamALMaor Ittlsrk/mK dhtMrlM lmmlkd aMAM■lat Amend AMR FA bbn =17 LV. Tkmpswt, Inc, ms T owpon AmhbAWO Tay Goakren red" R Plod Lode emp" 101104110117 10110=17 101172017 121`12T1o17 Approved MSYs car"" 9AIICO) (H3)24sas" PE-74M (334)30P1800 ewbeaega.. R-flp Aoosalabs art w n k1MprM Pad ofb Raofr+a sYsw m Campania ill Wod: EakrOon Report tan a Florida A at Atdleect or a licensed Florida Profsssbnd EmOkeer agiNUALBmdmk Sm:MAMtmM! Am■ ULWA M AaammvL*L a "no gill Let OmOltWsdWes traamaxomm Kom it= gdella = Mmi B W 3 TAMCO 0MMUP Roof%AWWOi sofa 28ga.osdamodverdgoorwMl a+MPd•d bdM Os0e2O20 Y« Yes NA NIA Florida Department of Business & Professional Regulation Pars I of 2 Building Codes and Standards 12a20eo Product Approval Application Detail Cant CUit, or gala late DA, Pondm glut YMdgn MaDutaNmt[ contact CodatxALraaM YJl1Mk9AL youde d submitted !mil Approved Mutton Revl.ion 2017 Baal Roofing Anderson Robin IAPMO Uniform Ewtualbn GaryW. Walker 10/182017 10106=17 1OV212017 Approved Category: Roofing (801) 380-0091 Services I.I.C. (205) 854-0180 Subcategory: RooM9Tiles RabinAnd—lifib n., Compliance Method: e4skie lon Repot tan a 1n Product Evanson Envy - - Mat Product Modol. Number as Name Product IWmiMtm 2gatu .Lmtim.gMa Amrovd for use karma alum out" H dz MM Rolls= gad■ GMB[e 1 It Y • • o Y" NIA WA 17 Saxony B00 - Country State, Hartford Slate, Shake, Sloe, Flat Profile - Stockton, CA 12G12020 No Yee NM WA Split Old English Thatch 18 Socially 900 - Country Slate, Shake &amp; Slate Flat Profile - Henderson. NV /7/312020 No Yx N/A NIA 19 Sony 900 - Country Bite, Shake, Slete camp; spot Flat Profile - Lake Wales, FL 121312020 No Y. N/A WA Make 20 a..Y 900 - Shake Bite; Slate Flat PraseLMI - NW, CA 12012020 No Yes N/A WA e m e- raver Y. 28 Mo. 900 Medium Prove - Lake Wales, FL IW 2020 No Yx N/A WA aA1llbl lidl m! )holm Mash m FbMon 2017 ff W owwkv 0npawfs a" era abewr.9aud" Carpaeda 8drdssgow. 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Knuevldn, PE O9A82017 08i3 MW 09/112017 12112/2017 Approved Category: Shuften (954) OW7545 PE-44167 (954) 772-6224 subcategory: Storm Panes Um.fobins Ggppert.cw compliance Method: Evaluation Report from a Fonda Registered Arcbkad a a Licensed Florida Professional Engineer - - -._ gam,Assurance An roved for Use AOgovollf Use bapad DNIM Lg j Product Modal NUMw or Name ton gM9 klma 2LLtdLk= R dstsiat 1 20 Gage Galvanized Steel Storm PonelsMVHZ Corrugated GaMntzed Steel Storm Panels roamed 12/312020 Yas Yes Yes WA Florida DepwIrn mt of Busi so & PM%SW l Regulation &"V Codes and StandaMe Product Approval Applcatlon DeWI pop 1 aft tmmta 1SA1� gets milks go gala 2 Lbmm oak Ida Maim mmubd= Smkm LinMILMeM xwmsa 7t vahmm Lhol M NAA■ * A■MM lam Re Wlon 2017 rIW soft Cof*WW* Gray ice. Skew Leah K)C Evdwidoa fty al. LLC V1Mwn M. 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Urich, PE 0M wnie 12/182017 041152018 OSM22018 Approved Category: Roofing (601) 982-6511 PE-31242 (717) 317-9454 Sud"opwy: Roberts / co swies that we an sa"Joraneacan Integral Part ofthe Rooang System Compliance Method: Evslustibn Repot from a Florida Registered Architect or a Licensed Fbdds Professional Engineer QuailwAsuraocs, Agorgyil far Use Approved tor IMPA91 oodan Mat Product Yodd. Nurbw orName IalM$ SidMdeM assistant PlMa■ 1 Oebk-AW-! DA-1 Lw Prattle, Polypropylene Plastic, Roof Vent 07/102021 No Yes No •97.50-97.5 Page, d 1 Florida Depalbrlellt of Malmo & Pmbnional Regulation pogo I d t I2a2020 Building Codas and Standards IMM8 Product Approval Al pNet11, Irbil Corded Erkskmac a L icwr. VdkMtd m yyndided BLO. Md FOC Aarowal Al ariewd EtMYf MHro Barbieri Frank L. 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