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Home My WebLink About23-6532City of it ills " 3"� -10 5335 Eighth Street Zephyrhills, FL 33542 BA-006532-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/08/2023 IiiiINEMMMM, Name: VAUGH & JACQUELINE WILKINSOI I Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential Address: 35844 Morse Willow Ct ZEPHYRHILLS, FL 33541 CONSTRUCT SCREEN RM W/ SLAB Building Valuation: $9,388.00 Electrical Valuation: $1.00 Mechanical Valuation: Plumbing Valuation: $1.00 Total Valuation: $9,391.00 Total Fees: $130.41 Amount Paid: $130,41 MHANTMUT11111 J-j "'o $43.47 M z 12;4 Avg 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. n Z'r�ir it CONTRACTORSIGNATURE PEJAIT OFFICEU ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION !!I lim A glow 1:3,0 813-780-0020 City of Zephyrhills Permit Application ? Fax-813-780-0021 d, Building Department Owner's Name - R � n Owner Phone,Nurraber I 3� Owner'sAddress� xj Owner Phone, Number, Fee Simple Titleholder Name � Owner PhoneWumber Fee Simple Titleholder Address JOB ADDRESS " V I d LOT* . SUBDIVISION I PARCEL III# W i OR PROPOSED aADDALT 0 1 INSTALL REPAIR PROPOSED USE SFR Comm .. O ONSTRUCTION BLOCK FRAME DESCRIPTIOffO, ORK I FOOTAGE BUILDING SIZE SO =BUILDING C' i 2U� ,< --J ELECTRICAL PLUMBING $ MECHANICAL GAS ROOFING FINISHED FLOOR ELEVATIONS SIGR! DEMOLISH VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS'ENERGY WA.E.C. VALUATION OF MECHANICAL INSTALLATION xtm� SPECIALTY OTHER'± 1 FLOOD BONE, AREA =YES NO ss a ,", . a BIf COMPANYY ILDER SIGNATURE J" REGISTERED Y-1 N FEE CURREh Y J,N. Address t V I A-U CIVIL- License# ELECTRICIAN, COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y / N Address. License # PLUMBER COMPANY SIGNATURE REGISTERED Address MECHANICAL COMPANY SIGNATURE REGISTERED' Address License # OTHER COMPANY SIGNATURE REGISTERED V I N. FEE cuRREh Y t N Address License 1 1 1_I 1 1 1;1 1.1 1, 1 1. U1,11 1 ��'� i'11-1 1 9 1 1' . 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 submittel date`. Required onsite, Construction:Plans; Stormwater Mans wl SIIt Feftce installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Ul€.Safety Pegs; (,I) 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 instaiied, Sanitary Facilities .& 1.dumpster. Site Work Permit for all new projects. All commercial requirements must meek"compliance SIGN PERMIT Attach (2) sets of Engineered flans. """"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. (AIC upgrades over $75 0) Agent (for the contractor) or Power of Attomey (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) REGIONAL OFFICE: TIO8813 Venture Cove LNiCL URESV Tampa, FL 33637 9Y C,flf.Ai WYIM1iR.�VW*5, I..G BRANCH: Contract TAMPA@greatda�4mprovements.com 1 813.620-0931 FLORIDA REGION _ ORLANDOOgreatdayrmprovernents.corn 1321-204-3754 CRO1333169 _ FORTMYERS@greatdaympaovemnts.com ; 239-236-3366 P Date 20 ,2 I, we hereby accept your proposal to furnish all labor and material necessary to perform the following work on the premises of the Owner located at in the City of State of zip_ Phone '� 5�4 Customer email address'4 ( < day= Phone ��--.- Ssles representative License It (if applicable) This contract shall be considered non -cancelable after legal cancellation period has expired. THE WORK TO CONSIST OF: ERI/See scope details outlined in the Project Proposal. x < !i4 ♦ � ;�?�,k "a` .I .�, ,, � y, <, *i �. a �, .. � � � ��, ; k ., � 'r ya , <�. � m_,.s ` � '! � �• ��, a % � F s P iF ro �� *. �i 1 � � 7 Y �l ( l} � �� { � t � ;fF i • � � �' t • JJ RRRions beyond Sellers control, [he commencement i not says y nq perm t, every mate,as, weat, er, str es, res, or other c7ondfl.r completion date is not of the essence, heatingassist with or cooling (Customer Initials) PERMIT LOCATION Source of Sale Contract Price $_ THE DOWN PAYMENT SHALL BE A Down Payment $ D t 7 NONREFUNDABLE DEPOSIT ONCE THE THREE-DAY CANCELLATION PERIOD HAS EXPIRED. fl Due Upon Measure $ i THIS CONTRACT CONSTITUTES THE ENTIRE UNDERSTANDING OF THE PARTIES. Balance Due Upon Substantial Completion $ 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 (4 pages), state addendum (it required), product warranty and duplicate notices of cancellation. us a,ie fNna s) "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 righ Date Down Payment Received A g (Customer Signature) By g✓(`dignature of Sales Representative) (Customer Signature) Greet Day I C09RORAiT- OFFICES; 720 HlyFtarrd Road E f MaredgniA. ON 44058 1888-488-070p n,a.cr.., eres Improvements INSTR#2023099730OR BK10829 PG2954 Page 1 of 1 0610512023 11:02 AM Rcpt: 2590335 Rec: 10,00 DS: 0,00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller 230SZqO(v Oww Wkmmdm or Le=n iftmobn Ift Umw=wn*wfwft OWmvmwt s. "ill, ........... I MIA .1� s. K VA-UTAI— .. ........ 31, 41 "g ..... ....... ..... ,I�gw "o"P, ... . ............ ... M ckias 'Pr 4 Lo-1 22 CD Q c K, RER rwwm r,�m VIAM141-uan, FOR THE BENEriT AND EXCLUSIVE USE OF, PN MORTGAC� COVPANY, �,M DIn, T�7 W,�,OJQ,04CZ ra"APANY VAIVICIIIN WLANW11111 1A,r N,UT ELS; 11 A/1"L AND VIVM4'�.S MM& PELD VT i"AdFirIN NOITM CM 'P11Z -Y, Aar, PQ010107Y CrrNFR$ 'S"VA HCREM WERE sE"jFqjhD C:91 V� 14- d wlrlml 06<i1PW1Sr NF. 'AND CPAWMA',77,0 fV 1- 05 WAY, 'IcMto WMCM VAT VV-T "Hi flr1f 01A�' V N"ANI/ Pr) .IkLh 4aO5 TO ME AND 14 .l 1'< U"',%0 ry6 A;1/4;,V/,-A-0/1D 114"M M Cmi, 6�11M w1f,", 1/417VI, XIVIII 01411" kllE&Q �k* 111/1*,C�T �141*1111M, 'All"I'lly/w//1 114.z 1.. 0,1111 fir. "",14 vy,////,: muorelw#v,vwl, �.A � — — --- - ---------- — - - .... ......... . . . . .. ............. 16 . . ... . . .. .. er BL C W A/� S89'53' 165,00, LOT 21 'TRACT A BLOCK 13 ORANACE, 0,TA A LEGEND w"'Igr"m mo W, up A2 1/1,111941, If VIA, V./I 0 11'�AT 1�4- NIM CM, A10 QW w fiv =wm r� C) F/1; C&wUAAM.x ARA, 'm VWXWM� ITM KYIAMCV/ 0/14/N -u, PIN KAT a awfl'o"c 111vAd C.2 `CP re mg, I.J, t"'k, * �01W TE 1"M 4-, OWM Alk fmAkcu"Aw"z, v RA 4i2"YN W A —*OW va izv, Volvo e1111 IMMA.M, CMAW,rc AAMC OU % WN& v"A Y4—u ma,,u 101� W, A,0/W,,WW,,' LV,' General Notes 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" THICK 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 I,- 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: 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". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO 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 1 -13 - 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 412 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: 1, ALL LAG BOLTS 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. 11 FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & I-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. 1. 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. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 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 4501AT1 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. 7. 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' EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. 8. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2'12'10.055" jUb Ut)UKIF I IUPC bUKtLIN r,1NLLUbUKL DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): 135 MPH NOMINAL DESIGN WIND SPEED Vasd: 108 MPH 1 RISK CATEGORY: 1 3. WIND EXPOSURE: C 4. WIND LOADS: SCREEN ROOF: 10 PSF SCREEN WALLS: 35 PSF SOLID ROOF (SCREEN WALL): N/A THIS STRUC TURE COMPLIES WITH FBC EB 1103.1 IEB 1103.21EB 1103.3 AND THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE. HOST STRUCTURE HAS EXISTING FASCIA. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0_013 OR EQUIVALENT DENSITY SCREEN MESH: 0.89 FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 LIVE LOAD: 300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 9. PROPOSED 4" CONCRETE SLAB, W/ 8"X8" LINEAL FOOTER W/(1)45,3000 PSI CONCRETE W/ 6"X6"-# I OWWM OR FIBERMESH OVER 6" MIL POLYFILM W/ EDGES LAPPED 6" & TAPED, OVER CLEAN COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE, 10. SCREEN RC`,_)F TYPE: GABLE IL SOLID ROOF TYPE: N/A rn ItI113 um a - HOLLOW SECTIONS S-1 NOTES 2 x 2: ---------------------------------------2" x 2' x 0.044" S-2 ELEVATIONS 2 x 2xOSS: --------------------------------- 2" x 2" x 0.055" S-3 DETAILS 2 x 3: ----..----------------------------------2" x 3" x 0.050" S-4 DETAILS 2 x 4: -------------------------------------2„ x 4" x 0,0SO" 2 x 5: ---------------------------------------2„ x S" x 0.050" OPEN BACK SECTIONS 1 x 2: ------ --------------------------------- 1" x 2" x O�040" L11- WORK SHALL COMPU/ WITH PREVAUNG 1 x 3: ---------------------------------------- 1" x 3" x 0.045" ODES FLORID•A SU11 MG CODE, - SNAP SECTIONS ATIONAL EM,TRIC CODE, 2x4: ---------------------------------- 2" x 4" x 0.045" Snap ND THE CIT Y OF- ZEPHYRHILLS 2 x 4H :-------------------------------2" x 4" x 0.060" Snap RMANCES LM 2 x 5: --------------------------------- 2" x 5" x 0.055" Snap SELF MATING (SMB) 2x4SMB: ------------------------ 2" x 4" x 0.044" x 0.100" 2x5SMB: ------------------------ 2" x S" x 0.050" x 0.118" 2 x 6 SMB:------------------------ 2" x 6" x 0.050" x 0.120" 2 x 6 H SMB: --------------------- 2" x 6" x 0.072" x 0.224" 2 x 7 SMB: ------------------------ 2" x 7" x 0.057" x 0A20" REVIEW 2 x 7 H SMB: --------------------- 2" x 7" x 0.072" x 0.224" p 0ATtjU 2x8SMB� ------------------------2" 2 x 8 H SMB: x 8" x 0.072" x 0.224" --------------------- 2" x 8" x 0.082" x 0.306" r, �- Wr ZEPH,,-� 2x9SMB: --- --- ---- ------ ------ -- 2" x 9" x 0.072" x 0.224" P A N EMAAINER 2 x 9 H SMB: --------------------- 2" x 9" x 0,072" x 0.306" 2 x 10 SMS: ---- --------- --------- 2" x 10" x 0.092" x 0,374" 4" A A FL 0," �p PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 kill-TA1901 I all 5344 9th Street Zephyrhills, fl. 33542 Phone: (813)838-0735 Email: erb@fbcplans.com Website: www.fhcp1an&cnm C.O.A. - #29054 DATE: 05-30-2023 DRAWN BY: Rich I I REVISION: I DATE: I RO 1 RO 2 R03 job# 23052406 1?'ROJECT ADDRESS: RESIDENCE CONTRACTOR: HARTSHORN CUSTOM CONT. 8813 VENTURE COVE TAMPA, FL 33637 www.hcccscreens.com W10 2x2x,050 x (typ) x x 2 x 2 "' C�j 2x2 20'-6" 1x2 ;z 0 0 1 CD 8" -4" PROPOSED 41' CONCRETE w/8'x8' LINEAL FOOTER - 6'7 NEITEOR 1 OCATION'S) T0 BE DETERMINED ON SITE, IT IS UNDERSTOOD THAT AU_ SCREEN ENCLOSURES WILL HAVE AT I LEAST ONE DEER, THE LOCATION OF ANY DOOR MAY BE DETERMINED OR ADJUSTED ON SITE DUE TO SITE_._ CONDITIONS, AS LONG AS NO PRIMARY STRUCTURAL COMPONENTS ARE DELETED, PROFESSIONAL ENGINEER 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. SLAB FLORIDA LICENSE NUMBER: 77605 TYP, FBC Plans & Engineering Services, Inc. S344 9th Street Zephyrhills, fl. 33542 Phone: (813)838-0735 Email: erb@fbcplans.com Website: www.fbcpians.com C.O.A. - #29054 DATE: 05-30-2023 DRAWN BY: Rich RO I RO 2 R03 job# 23052406 PROJECT ADDRESS: RESIDENCE 35844 MORSE WILLOW CT ZEPHYRHILLS, FIL CONTRACTOR: HARTSHORN CUSTOM CONT, 8813 VENTURE COVE TAMPA, FL 33637 www.hcccscreens.com Nilll4illllfttl,jl —3/16 ALUMINUM GUSSET 1" X S" OR 7" X6" WIDTH EXTRUDED 2" x -PURLINS (SEE A-1 PLATE B#14X3/ GUTTER BRACKET(THICKNESS OF LEG NOTE: "H" SHALL BE EQUAL BEAM DEPTH UAL TO THE PRIMARY B E FOR SIZE)ATTACHED TO @ LAG SCREW SHALL BE 0.125" MIN. (4) 1/4" 0 X 2" EMBEDMENT WOOD LONG LEG SHALL BE 0.072' MIN) SCREWS @ BRACKET & (1) SCREW IN INCHES L& A 2X6 PRIMARY BEAM, UO = (6)] BEAM w/MIN (4) #10 x 1 Y21, OPTIONAL: 1"X2"OPEN H-H- #14 X 3/4"SMS EMS @ EACH BEAM W/ (4)414X3/4" SMS 1" @ 12" O.C. MAX BACK ATTACHED TO HOST ATTACHING ANGLE TO BEAM SPA, INTO GUTTER LIP EXISTING HOST STRUCTURE W/ (1) 1/4`0 CONCRETE SCREW OR LAG WITHIN 6" EACH SIDE (IT: MIN, SPACING) OF BEAM & @ 24" O.C. MAX BETWEEN BEAMS EAM/PURLIN FLO. ......... (SLOPED OR FLAT) �o FES5), so 2x(H) NxN 0 BEAM/PURLIN (SLOPED OR 2" X 2" X 1/8' 5" SNAP SUPER ANGLE EACH SIDE GUTTER FLAT) 0 W/ (4) #14 X 3/4"FOR 1" X 2" SNAP (B) - 1/4" 0 CONCRETE SCREW 0 PROFESSIONAL ENGINEER SEAL NOTES: BEAM (4) #12X3/4" W/ 1-1/2" EMBEDMENT INTO .............. 0 I 1. "N" NUMBER OF SCREWS IN ANY FOR PURLIN (FASTENING NOT REQUIRED) MASONRY (1-1/2" MIN. SPACING ENGINEER OF RECORD DIRECTION. (EXAMPLE N=5 FOR 2X6 BEAM) I" X 2"X 1/16" OR ""2. TOTAL NUMBER OF SCREWS PER JOINT BEAM "B" "N" Sl" S2.E. RECEIVING -4 X 1/4" SMS (typ) EA. SIDE (B)- 1/4" 0 X 2" LAG SCREWS David W. Smith P — EQUALS 4 TIMES "B". CHANNEL (4) #14 X 3/4" SMS INTO GUTTER L INTO WOOD (1" MIN SPACING) SLOPED OR FLAT 2X4 12 4 3/4" 1 3. PLATE WIDTH SHALL BE DETERMINED EXCESS BEAM (2) #14 X 2" SCREW FASTENING ANGLE (TYR 2 LOCATIONS) ROOF BEAM (SEE FLORIDA LICENSE NUMBER: 53608 FROM ANGLE OF BEAM AND MIN. SPACES 2X5 12 4 3/4l�7T- REQUIRED. MAY BE TRIMMED TO 1" X 2' SNAP (typ EACH SIDE) SHEET S-2 FOR SIZE) BEAM "B" NOTES: Thomas L. Hanson P.E. 1 1" 2X6 16 5 11' —2 4. GUSSET PLATES MAY BE INTERNAL OR NOTES: 2"X2"X 0.125" ANGLE 2x4 1 I� THE MINIMUM EDGE EA SIDE OF BEAM ill ill EXTERNAL. 2X7 20 6 1. FASCIA SHALL BE SECURED TO RAFTER TAIL WITH (1) -1/4" 0 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 2X8 24 7 1" 14 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. ll TOTAL NUMBER OF SCREWS. 2X9 24 7 1 --g" i LENGTH. 2x6 2 USED, USE TWICE THE NUMBER CMU OR WOOD) "B" 6. GABLE SPLICE HAVE THE SAME PATTERN. 3. HOST STRUCTURE SHALL HAVE 2X4 ROOF TRUSSES (MIN) @ 24" O.C. (MAX) WITH ANCHORS INTO THE HOST 20 3 FLORIDA LICENSE NUMBER: 93654 "' 2X10 28 8 1 ill 1 4 7.MINIMUM EDGE DISTANCE REQUIRED 1/2" 2'-0" OVERHANG (MAX) FOR PRIMARY BEAM TO GUTTER CONNECTION, 1 STRUCTURE. ALL MINIMUM SPACING SHALL BE APPLICABLE. OPTION #1 2x8 3 OPTION #2 Joel Falardeau P.E. BEAM SPLICE GUSSET DETAIL TYPICAL A BEAM TO GUTTER & BRACKET CONNECTION DETAIL A BEAM TO HOST TO CONNECTION DETAIL FLORIDA LICENSE NUMBER: 70667 �S-3) SCALE:NTS �S-3 N.T,S. S-3 J SCALE:NTS Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. EDGE MEMBER 5344 9th Street SELF MATING BEAM Zephyrhills, fl. 33542 1-1/2" X 0.0625'PLATE (12) - #12 X 1" SCREWS '12 -S# OR PURLIN (2) #10X4" SMS INTO SCREW S SHALL BE NOTCHED Phone: (813)838-0735 BOTTOM) @ 1, (TOP OR BOTTOM) @ 1" SPACING A SPACING BOSSES FOR EDGE MEMBERS L FOR UPRIGHT F1 Email: erb@fbcplans.com Website: www.fbcplans.com FOR SLOPED BEAMS, C.O.A. - #29054 MAINTAIN ALL SCREW SPACING 2" X 2" EDGE BEAM -: ---------- I FROM EDGE OF BEAM 1/. DATE: 05-30-2023 PURLIN /4 � DRAWN BY: Rich (2) #10 X 3" SMS INTO 2" x 2" SNAP EAVE RAIL SECTION (UNLESS OTHERWISE SHOWN I" X 2" FASTENED TO COLUMN SCREW BOSSES CONNECTING FASTENED COLUMN S' T 01 1 0 0.0625" 6063-T6 FLAT PLATE ON S-2) - ATTACHED TO BEAM W/ 00, REVISION: DATE: #10 X EDGE BEAM TO PURLIN WITH (2) #10 X 1-1/2" SMS /2" SMS E DIAGONAL 0 W/ (12)#10X3/4" SMS (2) 1OX 1-1/2" SMS INTO SCREW i RO 1 INTO SCREW BOSSES FOR (MIN. 1/2"EDGE DISTANCE) BOSS 0 0 S MEMBER 0 0 i 4 SMB OR SNAP COLUMN 0 oil RO 2 0 0 RO 3 COLUMN --,--EDGE MEMBER 1" X 2" SNAP Job# 23052406 1" X 2" SNAP OR PURLIN PROJECT ADDRESS: 4-1 (MIN) UPRIGHT RESIDENCE (12) #14X 3/4" SCREWS 35844 MORSE WILLOW CT NOTE: A RECEIVING CHANNEL (1/16" I ZEPHYRHILLS, EL THICKNESS) WITH (4) #10 X 3/4'l SMS AT EACH CONNECTION MAY BE USED IN PLACE OF THE CONTRACTOR: (2) #10 X 3" SCREW BOSS CONNECTION. NOTE: (10) #14X 3/4" SIMS MAY BE USED FOR 2X4 SMB BEAM CONNECTION HARTSHORN CUSTOM CONT. 8813 VENTURE COVE ROOF BRACING CONNECTION DETAIL (—D TAMPA, FL 33637 C SCALE: NT,S. UPRIGHT TO BEAM CONNECTION - ALL WIND ZONES www.hcccscreens.com SLOPED OR FLAT PURLIN UPRIGHT DETAIL �S-3 SCALE:NTS ",,,S-3 SCALE:NTS DETAILS SECONDARY ANGLE MIN 0.125"THICK(NOT UPRIGHT (4) #10 X 3/4" SMS REQUIRED FOR 2X3 FASTENING SECONDARY MEMBER) ANGLE TO COLUMN : \,�1I4113I11111/// PRIMARY 0.125YANGLE-�` EACH SIDE) �— y` \\sn'9- (2) #10 X 3/4" SMS FASTENING (B)-3/8"O CONCRETE SCREW NOTE: WHEN USING OPTION #2 11 COLUMN TO PRIMARY ANGLE ANCHOR INTO SECONDARY CONNECTION CABLE MUST BE (Tl'P EACH SIDE) vD ANGLE(TYP EACH SIDE) (SEE 1" X 2" BASE MEMBER 0 TABLE) WITHIN 6° OF CORNEA OR ( ,. {TYP EACH SIDE) 0 o PAVERS PRIMARY MEMBER. 1" X 2" X 1/8" ANGLE 1./8" ALUMINUMC (1) - 3/8" 0 CONCRETE SCREW O / ANGLE W/ PLATE @ 41'' s„I ANCHOR INTO PRIMARY TYP TOP AND S DE l ANGLE AND @ 1/4" 0 CONCRETE a SCREW ANCHOR@ ANCHOR SPA ( ) ��Go BREAK @ 90' W/r- 24" O.C. BETWEEN COLUMNS 4 1 (MIN) (TYP)(SEE TABLE) (+")\ 5/16" EYE 13OL (TYP EACH SIDE) OPTION #1 OPTION #2 W/ LOCK NUT & 3" MIN ° ( ) 2-3/4" MIN. EMBEDMENT 1 8 DIA. STAINLESS WASHER EA SIDE / (9)#14X3/4SMS o FIL OR SECONDARY ANGLE MIN 4 #10 x 1�" SMS RECEIVING CHANNEL STEEL CABLE �J ° <° °Opp....• (4)410X3/4"sms C) @1"O.C. �+�^ �°q AYE, ✓,,>. 0.125" THICK (NOT INTO SCREW OR ANGLE EA. SIDE (typ) 1t / 7 3IX °Y v° ANGLE TFASTENING O COLUMN(TYP� UPRIGHT REQUIRED FOR 2X3 BOSSES (.0625"THICKNESS) 3/8" WELDED STAINLESS OPTION #3 ///l// 1 ,A1VA'S EACH SIDE) MEMBER) STEEL EYE BOLT 7/I I H 3 I i l i i1 PRIMARY 2" x 2" (8) #14 X 3/4 SKIS / X0,125"ANGLE ____ _________________________________ (B) -3/8" 0 CONCRETE SCREW (2) #10 X 3/4" SMS FASTENING - c View ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE ------------------- _________________ Side V ieW PROFESSIONAL ENGINEER SEAL ANGLE(TYp EACH SIDE) (SEE # p (TYP EACH SIDE) ---------------- ------------ i" Q (MIN) WASHER = TABLE) 9 1" X2" BASE MEMBER BENEATH NUT C 0 (TYP EACH SIDE) - ' l '``_-_-- ENGINEER OF RECORD ANCHOR SPA (1)- 3/8" o CONCRETE SCREW 2"12" OR 2"X3" (2) #10x 3/4" SMS 0 p ' • MIN TYP SEE TABLE ANCHOR INTO PRIMARY PURLINORGIRT }��p EA. LEG 0 ° David W. Smith P.E. (MIN) ( )( ) , .® ANGLE AND @ 1/4" 0 CONCRETE (`J Y) ) --- _------------ 3'" (MIN SCREW C ANCHOR @Go u s (TOTAL 8 SCREWS EA. FLORIDA LICENSE NUMBER: 53608 Column Size 3/8" 0 Concrete Screw Anchor B Min, Spa 2x3 0 7- 2x4 1 2x5 I 2x6 1 4" 2x7 ' 2x8 2 3" 2x9 2 4" 2x10 4 O.. BETWEEN L MN CONNECTION) Top view ®Ii 3/8" 0 ADJUSTABLE EYE NOTES: 2-3/4" MIN. EMBEDMENT (Typ EACH SIDE) ® 0 i BOLT FOR CABLE TENSION Thomas L. Hanson P.E. 1. NUMBER OF ANCHORS"B" IS EACH SIDE INTO THE SECONDARY �y ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2. OPTION #2 1/8"OSTAINLESS FLORIDA LICENSE NUMBER: 38654 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING i SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW H PURLIN OR GIRT TO BEAM OR POST DETAIL STEEL CABLE 7 J. p 7 LENGTHS AT UPRIGHT CONNECTIONS SHALL. BE OF SUFFICIENT G+_ �p SCALE: NTS Ian J • Foster Ster P.E. LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING JJ '_k PERIMETER FRAMING WHEN PAVER DECK IS PRESENT. —7' FLORIDA LICENSE NUMBER: 93654 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON 1TW RED 2"12"X 1/8" EXTRUDED ANGLE ORAD@ LOT 3/8" 0 STAINLESS TYPE OF ANCHORS SHALL NOT BELUONCRETE SCREW. OTHER SIZE Side View ONn4.5°ANGLE 1i9 7 �'�+ (� 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE OPTION #1 Joel Falardeau P.E. CONNECTIONS AS 2X4 SHOWN IN TABLE. 5 WHEN CONNECTING TO WOOD USE IDENTICAL SIZED WOOD LAG CABLE CONNECTION AT CORNER FLORIDA LICENSE NUMBER: 70667 6. 2X2 MEMBER USES PRIMARY CONCRETE CONNECTION ONLY. rG-� 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS S-4 SCALE: NTS CJ-4 SCALE: NTS Erik Stuart P.E. tS FLORIDA LICENSE NUMBER: 77605 OPTION #1 - A-36 STEEL I' BC Plans & Engineering CLIP (OR EQUIVALENT) MAY BY PLACED ON TOP OF Services, Inc, DECK W/ (3) 3/8"X 3" 5344 9th Street SLEEVE ANCHOR Zephyrhills, fl. 33542 OPTION#3 1-1/4" X 7-1/4"x DOUBLE COMPRESSION 1/8" ALUMINUM FLAT BAR Phone: (813)838-0735 SLEEVES MAY BY PLACED ON TOP OF Email: erb@Ibcplans.com Website: www,fbcplans.cam DECK W/ (3) 3/8"X 3" C.O.A. - #29054 SLEEVE ANCHOR 2500 PSI CONCRETE WITH GRADE WELDED WIRE OR •+' ° . DATE: 05-30-2023 FIBERMESH•' DRAWN BY: RICK 1-1/2" MIN, HINGE LOCATION (1)#5 REBAR CONTINUOUS W/ 25" 8 OVERLAP AT ALL JOINTS ON 3" REVISION: DATE: OPTION N1 CHAIRS 2500 PSI CONCRETE W/ 2" x 2" EXTRUSION UNLESS OTHERWISE 2" x 2" EXTRUSION RO 1 nl WELDED WIRE OR UNLESS OTHERWISE SHOWN ON 5-2 RO 2 * TOPOF FIBERMESH If CONCRETE HINGE LOCATION DOOR SHOWN ON S-2 RO 3 OPTIONAL NOTES FOR ALL FOUNDATION TYPES job# 23052406 4 1/8" STAINLESS ' �'® 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL PROJECT ADDRESS: STEEL CABLE ° BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING RESIDENCE ® OF CONCRETE. 35844 MORSE WILLOW CT 1-1/4" x 7-1/4"x 1/B" 1�' HINGE LOCATION 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND ZEPHYRHILLS, FL ALUMINUM FLAT BAR w/ I, r,� COMPACTED PRIOR TO POURING OF ANY CONCRETE. (2) 3/8"0XCONCRETE 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. CONTRACTOR: SCREWS (MIN 3-3/4" OPTION m2 HARTSHORN CUSTOM CONT. EMBEDMENT)rK NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN TYPE II MONOLITHIC SLAB/ FOOTING 8813 VENTURE COVE HD 3/8" 0 SCREW ANCHORS WITH AN ALLOWABLE SHEAR CAPACITY �_ ** SCALE: N.T.S. S-4 TAMPA, FL 33637 OF 880 LB& W/ EDGE DISTANCE AND SPACING SHOWN. TYPICAL SCREEN DOOR CONNECTION DETAIL WWW.CCcscreens.com I I I S-4 SCALE: NTS T J2 CABLE TO FOUNDATION CONNECTION DETAIL DETAILS S'4 SCALE: NTS