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HomeMy WebLinkAbout23-55935335 Eighth Street Zephyrhills, FL 33542 .*,hone: (813) 780-0020 Fax: (813) 780-0021 R BAR-005593-2023 Issue Date: 02/16/2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. C06N RAC-TiR SIGNAT E PE r 2IT OFFICEV � P 7 � WX IN 6 MONTHS WITHOUT APPROVED INSPECTION r 813-780-0020 City Of Zephyrhills Permit Application ,1 00 Fax-813-780-0021 Building Department Owner'sName uG I'!) Y } fawner Phone, Number Owner's Addressl3clglu HaArnon Cirvv& a Owner Phone Number Fee Simple Titleholder Name Owner Phone Plumber Fee Simple Titleholder Address JOB ADDRESS � ` � 3 Ir(. C L.OT#' SUBDIVISION PARCEL I i Oj j?>L it �� WORK PROPOSED NEW CONSTR F9 INSTALL REPAIR PROPOSED Comm TYPi O ONSTRUCTION BLOCK mI�IIII 21JILDING SIZE SIGN DEMOLISH HEIOH'T `I I' ,BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE PROGR SS ENERGY W.k E.C. PLUMBING .., p . MECHANICAL VALUATION OF MECHANICAL INSTALLATION %AS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y / N FEE CURREh Y / �N,� Address License# GEC 13 ✓31E0 ELECTRICIAN. COMPANY SIGNATURE REGISTERED ;;N�FEE �CURREII Address License # PLUMBER COMPANY SIGNATURE REGISTERED :�Y / N' FEE GURREh Y / N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y / N FEE CURREh Y,/ 6`1 Address License # OTHER COMPANY SIGNATURE REGISTERED ;Y;/;N;�FEEC�URREN �Y/N Address License# 1 1 11 1'1°'t'1'1 1 1 111.11 e 1 1 1"111 1`1 U1 1 iEl�1 1 1 1 1-1 1 1 11 I'll 11 111..1 11 1 11.1 11 1 111�1 111 1-1 A 1 11 RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans (1) set of Energy Forms: R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite; construction Plans, Stormwater Plans w/ Silt Fence Installed, Sanitary Facilities & 1 dumpster: Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety -Page: (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days °after submittal date: Repaired onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed; Sanitary Facilities & 1 dumpster. Site Work Permit,for all new projects. All commercial requirements must meet' compliance SIGN PERMIT Attach (2) sets of Engineered Plans. f°""PROPERTY:SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $700) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW Pend Na, ParoW 10 Na Z 0 -0 a NOTICE OF COMMENCEMENT FloFida C'I Pasco THE UNDERSIGNED hereby GKIN r4fice L*w impromm"d vAl be made to aeftfn mW wwrty, and th sawdarm wfih Choer 713, F%rWa SlI he fWaIng h1bansUM Is pmWed An We Notbe of Camw I DosrApftn of Pmpeit�r Pwt* Mentiftidtan �ep- ry �A,. SteMAddrms: 1 4 % -7 0 -Lea,, -In 0 n Iv u C 2. GI 00SMI of CreeA 3, . Omer kdomutm or Lessee lrftmmftn If Uve Lessee owWaded fw Me lmpuvemwt " 1 1 "]I:. 1 1 U0 gx.�" IV —-64 JN— '1 -7tt Zee AMmas litefest in propow. Name of Fee SImple TilloWder Addnm MY 4. Centaftr Patio Enclosures 8 81 en FL .3V _D,_9Cva_... Addiess -!--M—Pa CRY Mtn 5. Surety Name Address CRY Fin of Band: Telephone No.: KIWI kliMEZ-177. �Fl CK" 10ETLOICES- I 8813 Venture Cove Contract nc HARTSHORN Tampa, F1.33637 Cia"3aise Tampaftreatdayimprovements.com ar caen*a++ ,uc a+aw wv aae+ss un � it l�tt .� ^1 Date--V.--b— ..... 2 �i t.� I, we hereby accept your proposal to furnish all Iab?r and materiai necessary to perform the following work on the premises of the Owner C/ e° tr :�-'v 4��a// t i>sk, / - �.` 1� 4 6 0- 4 F located at in the City of State off t _ Zip _._ ��U Phone Customer email address td...7���.�.�.. �dIJ .1l �f " _ Phone_ _ Sales representative'_ , �„�t LicenselP _ ""— (!f aPpiicabla) This contract shall be considered non -cancelable after legal cancellation period has expired. m/s. scope details outlined in the Project Proposal- x ! i ANY PERSON OR COMPANY THAT HAS PRO IDED TO YOU A "NOTICE TO " FLORIDKS CONSTRUCTION LIEN LAW IS COMPLEX } • RECOMMENDED } • CONSULT ATTORNEY. completedWork to -tart approximately J 0 weeks from the date of this coniract and to be deliverycommenGernan! if not delayed by building perrnit, condition,fires, completion date snot of the essence. Single -glazed and non -thermally broken o r assist with heating or r Contract Price s -1,(,1(.7- — z- -- - Down Payment s—� -CS- ' Due Upon Foundation $_ — Due Upon Measure Balance Due Upon Substantial Completion Source of Sale THE DOWN PAYMENT SHALL BE A CANCELLATION 'Iiw HAS EXPIRED Subject to the terms and conditions which appear on the FACE of this contract, as well as the separate Terms of Sale and applicable state addendum. Customer acknowledges receipt of a copy of this contract K pages), state addendum (if required), product warranty and duplicate notices of cancellation. _ (-- "You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the attached notice of cancellation for an explanation of this light ' Date Down Payment Received By ( ag7tum of Sales Revesertative) -- ._ nature] tome., Signabre) (A)PPOW, E OFFICES: 7201 ,Nsn ! R Id E i Mned, -u, On 54056 i 8W-2w4w' rrl elT--A°Aar GRFATDAY1MPROVEMENMC0M i PAMOFNGIQ,I`'-1REs COM 1 STANEKWiNDOW&COM F`rA Nz2 *port No. - FL# 7561 -R5 PMOW Category: Roofing Product stO-caivgory- Products introduced as a Result of Now Technology Product N*rW EPS Foam Core w/ Aluminurn Skin Composite Panels MamI*tU= Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone. 800-421-0682 =7 company MUMIJACTUtIng or 012MVILIng me PrWITIA3 AT Itl 14V IUMF QUUT�T-fl of ft produpt named herein. This product has boo evaluated ft use in locations adhering to the FW& Building Code� r Efto go where pressure And defledion reqqatments, as Octetmined by Chapter 16 of the Florida R40414 Code, do not exceed the dc�gn preswm as shown on the approval, Doy"aWby ftyw Kim !f/ONAL' MM P.O. Box 10039 813.857-9955 dkodokimongincering.not Tampa, FL 33679 Sheet I of 3 w' . 9'f # � `'t t � �, r , � � . � � i f a� � a • r � M ^� �► ; ,;,._ � ►, � . _ t � k I xx � ''� aa� � �t R r: • �1 �,� ! t `, P.O.10039 13.57-995 Tampa, 33679 6 amgins an >n t Sheet 3f3 I 0 I A FAMMC-SMcwperwbrmdM SEAL JMMT vm ComTlwma—ck'hIK =mQ 0 00 C, 0000 00 000 0 >0000 0 000r a WX Cku A' firrok Rod W4 OPTIMAL Vm& lod condblons fWAW" GUTTER OR =OP CAP Z. CPS �m ILI at 9 .25 FAM" *I CLEM SPAR CU MIDE 10 MMSIMNE a a. 0 twww" ,a in mimm-l"S, Hinii- or WCMD to PRWIDE FOR raw COWWCU" I 00 ADS T 0 36* NO Vi F"T & esy OY w Ppoa WUOU le SIKS UP, "AX 0 uws)� Doy Dair ovkuwads aw kwkdo 9���RANELJ Kim m RWT��� LOT 199 HIDDEN RIVER PHASE 2 PASCO COUNTY, FLORIDA. P2 0 1A 5= a SEC -24, TWP 26 S, RNC--Zl--a a m General Nees A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4, ALL SLABS ON GRADE SHALL BE 4" TFIICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7, SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". AIR ENTRAINING +/- 1 % - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185_ 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: I. CONCRETE., MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2.ALL MORTAR SHALL BE OF TYPE M OR S. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ).PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: I. ALL STRUCTURAL ALUMINUM SHALL CONFORM I O THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL. APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN- OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL, BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING 912 SPACING MAY BE 24" ON CENTER. 6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. (ACRYLIC/GLASS WINDBREAKERS INCLUDED) D.FASTENERS I. ALL LAG BOLLS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED, S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER, FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. i.i. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHERWISE, ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION 2020 CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. L TYP -- TYPICAL 2. SIM --SIMILAR 3. UON -- UNLESS OTHERWISE NOTED 4. CONT -- CONTINUOUS 5. VIE -- VERIFY IN FIELD G. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS, 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER, S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. 6. ALL STRUCTURAL POST SHALL BE ANCHORED TO AN EXISTING/PROPOSED CONCRETE FOUNDATION FOR UPLIFT PURPOSES. H. MISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 450L17.1 IN ITS ENTIRETY. 3. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2, T 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4" DIAMETER X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #10 X 1/2" EMBEDMENTSMS OR TEN SCREWS IN ALUMINUM MEMBERS TYPICAL. 8. PLEASE NOTE: I x2 (typ) DIAGONAL BRACING SHALL BE 2"12"10.055" IUb Ut: )UKIV I IU1N: SUINKUUM LAI. I-,)UKt:t,iN P.N(,LU�,UKt'. DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, Q SECOND GUST): 135 MPH NOMINAL DESIGN WIND SPEED Vasd: 104 MPH 2. RISK CATEGORY: 1 3. WIND EXPOSURE: B 4. WIND LOADS: SCREEN ROOF: 7 PSF SCREEN WALLS (WINDWARD): 25 PSF SCREEN WALLS (LEEWARD): 21 PSF SOL-D ROOF (MWFRS): 22 PSF 5. THIS STRUCTURE COMPLIES WITH FBC EB 1103.1I EB 1103.21EB II ©3.3 AND THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE. HOST STRICTURE HAS EXISTING FASCIA. 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X 14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 8. LIVE LOAD: 300 1. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS_ 200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 9. EXISTING SLAB W/8"X8" FOOTER W (1) #5 REBAR MEETS THE REQUIREMENTS TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 10. SCREEN ROOF TYPE: GABLE 11, SOLID ROOF TYPE: 3"X48"X.032" COMPOSITE PANEL ROOF FL 7561 R5 OR EQUIV. I #MR9410w, 2 x 2:---------------------------------------2" x 2" x 0.044„ 2 x 2x055: --------------------------------- 2" x 2" x 0.055" 2 x 3:---------------------------------------2" x 3" x 0.050„ 2 x 4:--------------------------------------2„ x 4" x 0,050„ 2 x 5:---------------- ---------------2„ x 5" x 0.050„ OPEN BACK SECTIONS 1 x 2:----------- ----- -- - - 1" x 2" x 0.040„ 1 x 3:---------------------------------- 1" x 3" x 0.045" ►_• #1 2 x 4:---------------------------------- 2„ x 4" x 0.045" Snap 2 x 4H :-------------------------------2" x 4" x 0.060" Snap 2 x 5:-------------------------- ---- 2" x 5" x 0.055" Snap 1 2 x 4 SMB: -----2" x 4" x 0.044" x 0.100" 2 x 5 SMB:------------------------ 2" x 5" x 0.050" x 0.118" 2 x 6 SMB- ------------------------ 2" x 6" x 0.050" x 0A 20" 2 x 6 H SMB: --------------------- 2" x 6" x 0.072" x 0.224" 2 x 7 SMBr--- ------2" x 7" x 0.057" x 0.120" 2 x 7 H SM3: --------------------- 2" x 7" x 0.072" x 0.224" 2 x 8 SMB:------------------------2" x 8" x 0.072" x 0.224" 2 x 8 H SMB: --------------------- 2" x 8" x 0.082" x 0.306" 2 x 9 SMB:------------------ ---2" x 9" x 0.072" x 0.224" 2 x 9 H SMB: --------------------- 2" x 9" x 0.072" x 0.306" 2 x 10 SMB: ------------------2" x 10" x 0.092" x 0.374" CODESF[ Y.i 3I"'m NF '.LrE.,,,CTRIC CODE, FE B 1 I5 � I-3 y 'I L;�,� t / F C t • * 2� s �• off` • • 0 oe O Al r' PRO ESIiAL NR SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 _ 5344 9th Street Zephyrhills, fl. 33542 Phone: (813)838-0735 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 01-13-2023 DRAWN BY: Rich REVISION: DATE: RO 1 RO 2 RO 3 lob# 22123009 PROJECT ADDRESS: RESIDENCE 39870 HARMON GROVE CT, ZEPHYRHILLS, FL Lw0ml III 1 k # i• • 8813 VENTURE COVE TAMPA,FL 33637 .�i /1 ALUMINUM GUSSET 2" x ( SEE A-1 PLATE 1" X 5" OR 7" X6" WIDTH EXTRUDED GUTTER BRACKET THICKNESS OF LEG BRACKET(THICKNESS ��smmmmmmm m � _PURLINS B #14X 3/4° SMS FOR SIZE)ATTACHED 7`0 C� LAG SCREW SHALL BE 0.125"MIN. !� (4) 1/4" 0 X 2" IMBEDMENT WOOD "H" SHALL BE EQUAL TO THE PRIMARY BEAM DEPTH N INCHES [ I.E. A 2x6 PRIMARY BEAM, (H) = (6) ] m � * �-� °�° �y2 mm �m BEAM w/MIN (4) #10 x 1 /2" SMS Q i s a LONG LEG SHALL BE 0.072" MIN) @ EACH BEAM W/ (4)#14X3/4" SMS 1" SCREWS @BRACKET & (1) SCREW @ 12" O.C. MAX OPTIONAL: 1"X2 OPEN BACK ATTACHED TO HOST (�} #14 X 3/4"SMS ®m � � o d7A ` SPA. INTO GUTTER LIP EXISTING HOST STRUCTURE WJ (1) 1/4"0 CONCRETE SCREW OR LAG WITHIN 6" ATTACHING ANGLE TO BEAM EACH SIDE (1" MIN. SPACING) m , ` m m OF BEAM & @ 24" O.C. MAX BETWEEN BEAMS m T� m �q�' R� m ® • ® ® o '� EAMJPURLIN c � F mmsmmmam m� ` �� N (SLOPED OR ` c L �I �O\ FLAT) ^� 2x(H) BEAM/PURLIN w (SLOPED OR ` �5) YNTF 2" X 2" X 1/8' ANGLE EACH SIDE W/ (4) #14 X 3/4"FOR _ �- 5" SNAP SUPER GUTTER (B) - 1/4" 0 CONCRETE SCREW:;Z— O FLAT) O O % ��/ � PROFESSIiynAL E SEAL 1" X Z" SNAP O ,IN NOTES: 1. "N" NUMBER OF SCREWS IN ANY BEAM (4) #12X3/4" FOR PURLIN (FASTENING NOT REQUIRED) W/ 1-1/2" EMBEDMENT INTO MASONRY (1-1/2" MIN. SPACING DIRECTION (EXAMPLE N=S FOR 2X6 BEAM) 1" X 2" X 1/16"' OR ENGINEER OF RECORD 2. TOTAL NUMBER OF SCREWS PER JOINT RECEIVING (2) #14 X 3/4" SMS (typ) EA SIDE (B)- 1/4" 0 X 2" LAG SCREWS David W. Smith P.E. EQUALS 4 TIMES B". CHANNEL (4) #14 X 3/4" SMS INTO GUTTER INTO WOOD (1" MIN SPACING) SLOPED OR FLAT 3. PLATE WIDTH SHALL BE DETERMINED EXCESS BEAM (2) #14 X 2" SCREW FASTENING ANGLE (TYP 2 LOCATIONS) ROOF BEAM (SEE FLORIDA LICENSE NUMBER: 53608 FROM ANGLE OF BEAM AND MIN. SPACES MAY BE TRIMMED TO 1" X 2" SNAP (typ EACH SIDE) "B" NOTES: SHEET S-2 FOR SIZE) g� REQUIRED. BEAM 2"X2"X0.125"ANGLE Thomas L. Hanson P.E. 4. GUSSET PLATES MAY BE INTERNAL OR NOTES: Zx4 1 1, THE MINIMUM EDGE EA, SIDE OF BEAM EXTERNAL. 2. FASCIA SHALL BE SECURED TO RAFTER TAIL WITH (1) -1/4" O X 4" LAG SCREW DISTANCE IS 3" FOR MASONRY FLORIDA LICENSE NUMBER: 38654 S. INTERNAL SCREWS FOR PURLIN PRIOR TO GUTTER INSTALLATION. 2x5 2 STRUCTURES, EXISTING HOST STRUCTURE CONNECTION MAY BE INCLUDED IN 2. A 7" GUTTER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2" IN 2. IF A RECEIVING CHANNEL IS (CONCRETE, GROUT FILLED Ian J. Foster P.E. TOTAL NUMBER OF SCREWS. LENGTH. 2x6 2 USED, USE TWICE THE NUMBER CMU OR WOOD) 6. GABLE SPLICE HAVE THE SAME PATTERN. 3. HOST STRUCTURE SHALL HAVE 2X4 ROOF TRUSSES (MIN) @ 24" O.C. (MAX) WITH 2x7 3 "B" ANCHORS INTO THE HOST FLORIDA LICENSE NUMBER: 93654 TMINIMUM EDGE DISTANCE REQUIRED 1/2" 2'-0" OVERHANG (MAX) FOR PRIMARY BEAM TO GUTTER CONNECTION. ISTRUCTURE. ALL MINIMUM 2x8 3 SPACING SHALL BE APPLICABLE. OPTION #1 OPTION #2 oel Falardeau P.E. P BEAM SPLICE GUSSET DETAIL TYPICAL S_3 SCALE:NT5 A BEAM TO GUTTER & BRACKET CONNECTION DETAIL S-3 N.T.S. 2x9 3 BEAM TO HOST TO CONNECTION DETAIL 2x10 4 S-� SCALENTS FL RiDA LICENSE NUMBER: 70667 Erik Stuart P.E. --- -- -----�--- --------------- FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. EDGE MEMBER SELF MATING BEAM 5344 9th Street Zephyrhills, fl. 33542 1-1/2" X 0.0625" PLATE / (12) - #12 X 1" SCREWS (TOP OR BOTTOM) @ 1" SPACING OR PURLIN (2) #10X4" SMS INTO SCREW SHALL BE NOTCHED Phone: (813)838-0735 Email: erb@fbcplans.com BOSSES FOR EDGE MEMBERS FOR UPRIGHT Website: www.fbcpians.com FOR SLOPED BEAMS, r 'w C.O.A. - #29054 MAINTAIN ALL SCREW SPACING - _-- 2" X Z" EDGE BEAM PURLIN ----- -------------- I FROM EDGE OF BEAM j " ~ 12/4 DATE: 01-13-2023 (2) #10 X 3" SMS INTO ------------------ ®®� 2" x 2" SNAP EAVE RAIL SECTION (UNLESS OTHERWISE SHOWN DRAWN BY: Rich 1" X 2" FASTENED TO COLUMN SCREW BOSSES CONNECTING ® ; ' 0,0625" 6063-T6 FLAT PLATE ON S-2) - ATTACHED TO BEAM W/ WITH 2 #10 X 1-1 2" SMS EDGE BEAM TO PURLIN O / DIAGONAL ® ® W/ (12)#10X3/4" SMS 2 lOX 1-2 2" SMS INTO SCREW (} / _- ®' i REVISION: DATE: INTO SCREW BOSSES FOR SMB OR SNAP COLUMN MEMBER 0 ; ± 1 (MIN. 1/2" EDGE DISTANCE) BOSS ® i RO 1 Rd2 1 / ® ; '+/ 9 i � 01 RO 3 COLUMN I EDGE MEMBER 1" X 2" SNAP Job# 22123009 1" X 2" SNAP OR PURLIN I PROJECT ADDRESS: 4" (MIN) UPRIGHT RESIDENCE i (12) #14X 3/4" SCREWS 39870 HARMON GROVE CT, NOTE: A RECEIVING CHANNEL 1 16" (/ I ZEPHYRHILLS, FL THICKNESS) WITH (4) #10 X 3/4" SMS AT EACH —V—�r CONNECTION MAY BE USED IN PLACE OF THE CONTRACTOR: (2) #10 X 3" SCREW BOSS CONNECTION. NOTE: (10) #14X 3/4" SMS MAY BE USED FOR 2X4 SMB BEAM CONNECTION HARTSHORN CUSTOM CONT. 8813 VENTURE COVE E ROOF BRACING CONNECTION DETAIL D TAMPA, FL 33637 - SCALE: N.T.S. UPRIGHT TO BEAM CONNECTION - ALL WIND ZONES WWW.IICCCScreens.com SLOPED OR FLAT PURLIN UPRIGHT DETAIL j S-3 SCALE: NTS DETAILS SCALE: NTS S-3 SECONDARY ANGLE MIN xxxi 11 I t Ito 0.125" THICK (NOT UPRIGHT (4) #10 X 3/4" SMS g �^ REQUIRED FOR 2X3 _ FASTENING SECONDARY }.,,�" g L MEMBER) ANGLP. TO COLUMN (TYP a ��sat��m EACH SIDE) � ®a�- �� 0, PRIMARY 2" X 2" .,� '�&s r. �IC` X 0.125" ANGLE 13 c!` (2) 410 X3/4" SMS FASTENING (B) -3/8" 0 CONCRETE SCREW NOTE: WHEN USING OPTION #2 COLUMN TO PRIMARY ANGLE —�� ANCHOR INTO SECONDARY CONNECTION CABLE MUST BE M I. ~- g �(��e�e 007 00 (TYP EACH SIDE) 0 ANGLE(TYP EACH SIDE) (SEE WITHIN 6" OF CORNER OR �� • • t `°�3C3� s 1"X 2" BASE MEMBER TABLE) 0 r (TYP EACH SIDE) ® ® --PAVERS PRIMARY MEMBER. ® - (1) - 3/8" 0 CONCRETE SCREW ---- 1" X 2" X 1/8" ANGLE y 1/8" ALUMINUM � - SIrAT ANCHORINTOPRIMARY PLATE @ 45' 0 1 ANGLE AND @ 1/4" 0 CONCRETE (4) #12 X AND SMS e ANGLE W/ 1" 00 ,e(V �� ®, ANCHOR SPA ® (TYP TOP AND SIDE) BREAK @ 90' W . ff�q SCREW ANCHOR @ R' / a� q fl 24" O.C. BETWEEN COLUMNS '� (MIN) (TYP)(SEE TABLE) ( / ("7 5 16'" EYE BOLT � IVA (TYP EACH SIDE) - OPTION #1 OPTION #2 W/ LOCK NUT & � /0 �� I "u-3 (MIN) 2-3/4" MIN. EMBEDMENT i ( 1/8" DIA STAINLESS WASHER EA SIDE L ' RECEIVING CHANNEL '` STEEL CABLE (9} #14 X 3/4 SMS SECONDARY ANGLE MIN (4)#10 X 1 /2" SMS @l" O.C. (4) #10 x 3/4"SMS OR � FASTENING SECONDARY UPRIGHT 0A25"THICK (NOT INTO SCREW OR ANGLE EA. SIDE (typ) ANGLE TO COLUMN(TYP REQUIRED FOR 2X3 BOSSES (• ) OPTION � MEMBER} 0625" THICKNESS 3/8" WELDED STAtNLESS EACH SIDE) STEEL EYE BOLT PRIMARY 2" x 2" (8) #14 X 3/4 SMS X 0.125" ANGLE ------------------ (B) -3/8" 0 CONCRETE SCREW ------------------- ----------------- (2) #10 X 3/4" SMS FASTENING V r ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE Side View ------------------- �----------------- PR SSI NA E GINE SEAL ANGLE(TYP EACH SIDE) (SEE (TYP EACH SIDE}-----------------------��--------- 1" O (MIN) WASHER i TABLE) tl 1" X 2" BASE MEMBER BENEATH NUT O O (TYP EACH SIDE)--- _ risi riT !'� ANCHOR SPA (1)-3/8" O CONCRETE SCREW 2°X2" OR2°X3"------ ENGINEER ®F RECORD ANCHOR INTO PRIMARY (2) $Il OX 3/4" SMS PURLIN OR GIRT + • (MIN)(TYP)(SEETABLE) .4 ANGLE AND @1/4"OCONCRETE (typ)EA.LEG) --- —__ ____________ �-/aVI W. SmithP.E. 3MIN SCREW ANCHOR @ ' (TOTAL 8 SCREWS EA. ( y FLORIDA LICENSE NUMBER: 53608 Column Size 3/8" 0 Concrete Screw Anchor B Min. Spa 2x3 2x4 1 3" 2x5 3" 2x6 1 4" 2x7 1 5' 2x8 2 3" 2x9 2 1 4" 2x1a 4.s 24 O.C. BETWEEN COLUMNS CONNECTION) Top View i( 3 8 _-2-3/4' MIN. EMBEDMENT (T•YP EACH SIDE) o ,# / " 0 ADJUSTABLE EYE NOTES: m ®,c BOLT FOR CABLE TENSION Thomas L. Hanson P.E. 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY OPTION ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2. OrT3IO #2 • i 1/8"0STAINLESS FLORIDA LICENSE NUMBER: 38654 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTINGrH I SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS, ALL SCREW PURLIN OR GIRT TO BEAM OR POST DETAIL I T STEEL CABLE LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT SCALE:NTS i Ian J. Foster P.E. LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING S-�. PERIMETER FRAMING WHEN A PAVER DECK IS PRESENT. FLORIDA LICENSE NUMBER: 93654 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED 2" X2"X 1/8" EXTRUDED ANGLE HEAD@ LOT 3/8" 0 STAINLESS STEEL CONCRETE SCREW. OTHER SIZE c View O�N-g455' ANGLE T .Jd �g j 7� ORTYPE OF ANCHORS SHALL NOT BE USED, X3W/IX2 CORNER POST SHALL REQUIRE SAME BASE Side v1e� OPTION ION #1 � deg I`alareau P.E. CONNECTIONS AS 2X4 SHOWN IN TABLE, 5WHEN CONNECTING TO WOOD USE IDENTICAL SIZED WOOD LAG. Z CABLE CONNECTION AT CORNER `'FLORIDA LICENSE NUMBER: 70667 . 6. 2X2 MEMBER USES PRIMARY CONCRETE CONNECTION ONLY. �_�, SCALE: NTS 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Erik Stuart P.E. S-4 SCALE: NTS ---------- FLORIDA LICENSE NUMBER: 77605 OPTION #1- A-36 STEEL FBC Plans & Engineering CLIP (OR EQUIVALENT) 3" RECEIVING CHANNEL OPTION #3 MOUNT RECEIVING CHANNEL Services, Inc. DOUBLE COMPRESSION MAY BY PLACED ON TOP OF W/(2)#12 X I" SMS DIRECTLY TO FASCIA WITH (2) V4"x3" LAGS @ 5344 9th Street SLEEVES DECK W/ (2) 3/8"X 3" 1-1/4" NEOPRENE WASHER @ 24" O.C. Zephyrhills, fl. 33542 SLEEVE ANCHOR 12" O.C. FASTENING CHANNEL— Phone: 813838-0735 TO GUTTER & (1) #IOxl" SMS 8" ( ) D.C. TOP & BOTTOM TYP. Email: erb@fbcplans.Com 2500 PSI CONCRETE WITH Website: www,fbcplans.com -_ _-_ WELDED WIRE OR -_----e------------ --- #10 SMS w/1^0 NEO-WASHERS @ B" o G C.O.A. - #29054 FIBERMESH-'_--_-'_-'_--_--_-- - (USE SCREW LENGH EQUAL TO COMPOSITE �. ~ '1: ----- `--- PANEL THICKNESS PLUS I") DATE: 01-13-2023 4 • e' OPTION #1 ROOF GUTTER FACE •` J DRAWN BY: Rlch a• MIN, 3" RECEIVING CHANNEL W/ (2) 1/4" X 2 1/2" MIN. 3" COMPOSITE ROOF (4)#14 X 7" SMS,1-1/4" NEOPRENE LAG SCREWS PER OPTION C1 WASHER PER PANEL - - BRACKET & (1) 12" D.C. 2506 PSI CONCRETE WJ REVISION: DATE: o� 4 ------------------------ v WELDED WIRE OR _ _ -'7_ _ _ _ - _ _ _ (SE EDGE/END HTS-2 BEAM RO x TOP OF FIBERMESH----------------------- ( s - (SEE SHEET S-2 FOR SIZE) CONCRETE RC) Z ® e - RO 3 1" X 5" OR 7" X3' WIDTH EXTRUDED ,(1 ° GUTTER BRACKET(THICKNESS OF I.EG @ j y, �'y ry q /� LAG SCREW SHALL BF. 0.125"MIN. LONG 4 #lOxl-1 2 S.M.S. 4 #lOxl-1 job# 22123009 1/8" STAINLESS ��1 O O /2" S.M.S. STEEL CABLE d LEG SHALL BE 0.072" MIN)@ EACH BEAM INTO SCREW BOSS INTO SCREW BOSS ,d W / (4)#1 OX3/4" SMS 1" SPACING INTO PROJECT ADDRESS: 4 GUTTER LIP & (4) INTO FRONT OF GUTTER OPTIONAL 1" X Z" FASTENED RESIDENCE TO COLUMN WITH (2) #10 X 2" �/ SMS INTO SCREW BOSSES AND 3gg7D HARMON GROVE CT, 1-1/4" X 7-1/4"x 1/8" 1 ./jJ , �'' SUPER GUTTER THE HOST STRUCTURE FASTENED TO EDGE BEAM WITH ZEPHYRHI LLS, FL ALUMINUM FLAT BAR W/ j �tj SHALL HAVE AT LEAST A 2xH SMB/SNAP (1) #10 X 1-1/2" SMS WITHIN 6" 2"X4" FASCIA AND ROOF (2) 3/8 "0 X CONCRETE OPTION #2 ROOF ON GUTTER LIP TRUSS SYSTEM. (SEE SHEET S-2 FOR SIZE) OF COLUMN AND @ 12" O.C. MAX. SCREWS (MIN 3-3/4" opTloNaz CONTRACTOR: CONTRACTOR SHALL VERIFY EMBEDMENT) THIS AND IF SMALLER- HARTSHORN CUSTOM CANT. NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN CONTRACTOR SHALL BRING ROOF PANEL TO SMB POST TO EDGE BEAM CONNECTION DETAIL HD 3/8" 0 SCREW ANCHORS WITH AN ALLOWABLE SHEAR CAPACITY STRUCTURE UP TO A 2"X4" S-4 SCALE: NTS 8813 VENTURE COVE OF 880 LBS. W EDGE DISTANCE AND SPACING SHOWN. FASCIA AND ENSURE LESS TAMPA, FL 33637 / THAN A 2`-0" OVERHANG. TT ( H 1 OPTION#1, #2 & #3 COMPOSITE ROOF TO GUTTER DETAIL WWW.IICCCScreens.com 12 CABLE TO FOUNDATION CONNECTION DETAIL S_¢ SCALE: NTS DETAILS S _ 4• SCALE: NTS I I F A C % tvo. 066?, PC "0' 0% S7A op 'VA L 04�\ HINGE LOCATION — It 2" x 2" EXTRUSION—, UNLESS OTHERWISE 2" x 2" EXTRUSION SHOWN ON S-2 UNLESS OTHERWISE HINGE LOCATION— DOOR SHOWN ON S-2 PROFESSICZALE INE -AL OPTIONAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 HINGE LOCATION— Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 (E)TYPICAL SCREEN DOOR CONNECTION DETAIL SCALENTS 5. oel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 5344 9th Street Zephyrhills, fl. 33542 Phone: (813)838-0735 Email: erb@fbcplans,com Website: www.fbcplans.com C.O.A. - #29054 DATE: 01-13-2023 DRAWN BY: Rich REVISION: DATE: RO 1 RO 2 RO 3 job# 22123009 PROJECT ADDRESS: RESIDENCE 39870 HARMON GROVE CT, ZEPHYRHILLS, FL CONTRACTOR: HARTSHORN CUSTOM CONT. 8813 VENTURE COVE TAMPA, FL 33637 www.hcccscreens.com DETAILS