My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
5935 7th St
Zephyrhills
>
Building Department
>
Building Plans
>
5935 7th St
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 9:40:39 AM
Creation date
2/18/2025 3:23:28 PM
Metadata
Fields
Template:
Building Plans
Street #
5935
Location
7th St
Contractor
Sharp General Contractors
Building Plans - Permit #
20989
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
71
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
1. PROJECT OVERVIEW <br />LOCATION: I <br />ADDRESS: <br />PROJECT TYPE: <br />PROJECT <br />DESCRIPTION: <br />ZEPHYRHiLLS. FL 33542 <br />5935 7TH STREET -- - <br />NEW CONSTRUCTION: NO <br />ADDITION: NO <br />ALTERATION LEVEL: --- --_- _-.- ---- ---- - - --- 12 <br />REMODELING AND RENOVATIONS OF A FORMER OUTPATIENT SURGERY CENTER TO BECOME A NEW MEDICAL OFFICE <br />APPLICABLE CODES: <br />6TH EDITION 2017 FLORIDA BUILDING CODE: ACCESSIBILITY <br />• 6TH EDITION 2017 FLORIDA BUILDING CODE: BUILDING <br />• 6TH EDITION 2017 FLORIDA BUILDING CODE: EXISTING BUILDING <br />• 6TH EDITION 2017 FLORIDA BUILDING CODE: PLUMBING <br />• 6TH EDITION 2017 FLORIDA BUILDING CODE: MECHANICAL <br />• 6TH EDITION 2017 FLORIDA BUILDING CODE: ENERGY CONSERVATION <br />• 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE <br />• FLORIDA SPECIFIC EDITION 2015 NFPA 101 LIFE SAFETY CODE <br />• NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS <br />• 2011 NFPA 70 - NATIONAL ELECTRIC CODE <br />OCCUPANCY CLASSIFICATION: <br />B BUSINESS <br />MIXED USE OCCUPANCY: <br />N/A <br />- - -- - - <br />SEPARATED OCCUPANCIES: <br />N/A <br />NIA <br />NON -SEPARATED OCCUPANCIES: <br />RISK CATEGORY <br />12 <br />EXPOSURE CATEGORY - <br />EXPOSURE B-------- -- <br />ASCE 7-10 WINDSPEEDS <br />140 MPH (1609.3(3)) <br />2. BUILDING INFORMATION <br />CONSTRUCTION TYPE: <br />TYPE IIIB <br />SPRINKLERED: <br />NOWSPINKLERED <br />DMG (FL) - ZEPHYRHILLS : LIFE <br />3. FIRE AND SMOKE PROTECTION FEATURES <br />BUILDING EXTERIOR WALL FIRE- = N/A: EXISTING BUILDING <br />RESISTANCE RATING BASED SEPARATION <br />DISTANCE: <br />MAXIMUM AREA OF EXTERIOR OPENINGS = N/A: EXISTING BUILDING <br />ALLOWED BASED ON FIRE SEPARATION <br />DISTANCE AND OPENING PROTECTION: <br />FIRE PROTECTION OF BUILDING <br />STRUCTURAL ELEMENTS PER TYPE IIIB <br />CONSTRUCTION TYPE: <br />SAFETY AND CODE INFORMATION <br />MOST RESTRICTIVE: <br />TYPE <br />BUILDING ELEMENT FIRE RATING <br />PRIMARY STRUCTURAL FRAME: EXTERIOR 0 <br />BEARING WALLS: EXTERIOR 2 <br />INTERIOR 0 <br />NON -BEARING WALLS AND PARTITIONS: EXTERIOR 0 <br />INTERIOR 0 <br />- - FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: - - 0 <br />---- --- ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 <br />-- BUILDING INTERIOR FIRE -RESISTANCE OCCUPANCY SEPARATIONS: N/A <br />RATINGS REQUIRED:_ -- <br />CORRIDOR SEPARATIONS: N/A <br />-- -------- ----------- - - - FLOOR SEPARATIONS: NIA <br />- -- I VERTICAL OPENINGS: N/� A <br />--- - -- SHAFT ENCLOSURES: (CONNECTING LESS THAN FOUR STORIES) N/A <br />STORY LIMIT: 2 STORIES (TABLE 504.4) ACTUAL NUMBER OF STORIES: 1 <br />HEIGHT LIMIT: 40' (TABLE 504.3) ACTUAL HEIGHT: <br />BUILDING AREA LIMIT: <br />19,000 SF (TABLE 506.2) FOR BUSINESS OCCUPANCY <br />SPRINKLER AREA INCREASE: <br />NIA <br />FRONTAGE AREA INCREASE: <br />FBC506.2.1 (EQUATION 5-1) <br />Aa=At+(NSxif) ; If=(F/P-0.25)Wl30 <br />If--(1-0.25) 30130 = 0.75 ; Aa=19000 +(19000X0.75)=33,250 <br />TOTAL AREA ALLOWED: <br />19,000 SF + 14,250 SF = 33,250 SF (ALLOWED) <br />TOTAL ACTUAL AREA: <br />5785 SF GROSS AREA <br />CONSTRUCTION TYPE 11113 NOTES: <br />1. EXISTING CMU WALL <br />2. 2HR RATING <br />3. UL - U905 <br />4. OCCUPANT LOAD <br />_ FUNCTION OF SPACE <br />ACCESSORY STORAGE / MECHANICAL <br />BUSINESS AREA _ <br />BUSINESS AREA (ACCESSORY A-3 LESS THAN 50 OCC) <br />BUILDING TOTAL <br />5. EGRESS CALCULATIONS - FIRST FLOOR <br />EGRESS COMPONENT CALCULATION: <br />WIDTH -EXISTING STAIRS: (NFPA <br />7.2.2.2. 1.1 (13)) <br />WIDTH - OTHER: (FBC 1005.3.2) <br />MINIMUM CORRIDOR WIDTH. - <br />MAXIMUM DEAD END CORRIDOR: <br />MINIMUM CEILING HEIGHT: <br />MAX. COMMON PATH OF TRAVEL: <br />MAXIMUM EXIT TRAVEL DISTANCE: <br />MINIMUM NUMBER OF EXITS: <br />0.2" x (# OCC. SERVED) <br />REQUIRED: PRIOVIDEOD <br />.._._. 61 ,���ti Ifi1� iM ;EYE ;TING :, :AIR.c, NIP. <br />0.2" <br />i <br />I <br />0.2" x (90 SERVED)=18" 3474=136" <br />44" 1 44^ 48' OR GRATER <br />t <br />*(NON-SPRINKLERED) 50'-0" MAXIMUM 32' - 0" <br />T-6" T-6" ! 8'-0" <br />I j <br />(B) BUSINESS - *(NON-SPRINKLERED) j t6-0" MAXIMUM '' MA){iivlii;a <br />(B) BUSINESS - *(NON-SPRINKLERED) <br />BUSINESS - ASSEMBLY > 49 OCCUPANTS _ TWO EXITS; <br />501-1000 OCCUPANTS = THREE EXITS; > 1000 OCCUPANTS <br />= FOUR EXITS <br />6. PLUMBING: MINIMUM FIXTURES REQUIRED <br />200'-0" MAXIMUM <br />90 OCCUPANTS = TWO EXITS <br />FLOOR: <br />FIRST FLOOR: <br />OCCUPANT LOAD: <br />FIRS = FLOOR OCC11PANT L()AD = 76 <br />I (B) BUSINESS = 48 <br />(A-3) ASSEMBLY = <br />FIXTURE TYPE: <br />REQ'D. FIXTURE <br />REQ'D. FIXTURES: TOTAL PROVIDED: <br />CALCULATION: <br />WATER CLOSET <br />(B) 1 PER 25 (<50) <br />(B) (76 occ..) 11AALE: <br />1 PER 50 (>50) <br />(38 M)=1 52 FEiv+!\Lt: -2* <br />I (35 F)=-1.52 "INCLt11;ES UNI: El( <br />TOTAL =4 <br />GRO_S_S / NET <br />GROSS <br />AREA SF PER OCC. <br />SF 300 <br />OCC. LOAD <br />6 <br />48 <br />LAVATORY <br />GROSS <br />4700 SF 100 <br />NET - <br />_ <br />317 SF 15_ <br />22 <br />5780 SF 76 <br />MINIMUM ADA SIGNAGE (TACTILE) - PER 2014 FLORIDA BUILDING CODE: ACCESSIBILITY CHAPTER 2 - SCOPING REQUIREMENTS SECTION <br />216 AND CHAPTER 7 - COMMUNICATION ELEMENTS AND FEATURES SECTION 703 SIGNS <br />CONTRACTOR TO PROVIDE REQUIRED SIGNAGE AND ADA TACTILE SIGNAGE: <br />EXIT DOORS <br />• DOORS AT EXIT PASSAGEWAYS <br />• DOORS AT EXIT DISCHARGE <br />• EXIT STAIR WAYS <br />PERMANENT ROOMS <br />• RESTROOMS/LOCKER ROOMS <br />• ASSEMBLY SPACES <br />• ROOMS WITH PUBLIC ACCESS THAT ARE UNLIKELY TO CHANGE _UNCTION <br />INFORMATION <br />• GENERAL INFORMATIONAL - DIRECTIONAL SIGNS <br />• MAXIMUM OCCUPANT LOAD SIGNAGE FOR ASSEMBLY SPACES <br />• TWO WAY COMMUNICATION IN ELEVATOR LOBBIES TO CONTROL POINT (WITH INSTRUCTIONS) <br />ENCLOSED STAIR SIGNAGE - NFPA 101:7.2.2.5.4.1 <br />SIGNAGE LOCATION <br />• WITHIN THE STAIR AT EACH LEVEL <br />• BOTTOM OF SIGNAGE AT 48" MIN. ABOVE LANDING (48" TO BOTTOM OF LOWEST RAISED CHARACTER) <br />• TOP OF SIGNAGE AT 84" MAX. ABOVE LANDING <br />• TO BE VISIBLE WHEN DOOR IS IN OPEN POSITION <br />1. SINGLE DOOR- AT LATCH SIDE OF <br />2. DOUBLE DOOR (BOTH ACTIVE) -RIGHT OF RIGHT HAND DOOR <br />3. DOUBLE DOOR (INACTIVE LEAF) -ON INACTIVE LEAF <br />4. ON NEAREST ADJACENT WALL IF NO SPACE AT LATCH SIDE <br />5. LOCATE SO 18"xl8"MIN. CLEAR FLOOR SPACE CENTERED ON RAISED CHARACTERS, BEYOND ARC OF DOOR <br />SWING <br />SIGNAGE GRAPHICS <br />• EXIT AND EXIT ACCESS SIGNAGE TO BE ILLUMINATED BY EMERGENCY LIGHTING (SEE ELECTRICAL DRAWINGS) <br />• SIGNAGE CHARACTERS TO COMPLY WITH ICC/ANSI A117.1 <br />• RAISED CHARACTERS AND BRAILLE (1/32') ABOVE BACKGROUND, 518" MIN. 2" MAX. CHARACTER HEIGHT, ADJACENT <br />LETTERS SPACED 1/8" MIN., AND 3/8" FROM RAISED BORDERS <br />• LINE SPACING: 135%-170% CHARACTER HEIGHT <br />• UPPERCASE SANS SERIF LETTERS, AND NOT ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR UNUSUAL FORM <br />• FINISH AND CONTRAST TO BE NON -GLARE FINISH. WITH HIGH CONTRAST BETWEEN CHARACTERS AND BACKGROUND <br />BRAILLE TO COMPLY WITH ICC/ANSIA117.1:703.4 <br />• STAIR WITH NO ROOF ACCESS: "NO ROOF ACCESS' <br />• STAIRWAY IDENTIFICATION SIGNAGE: <br />• CHARACTER HEIGHT: 1" MIN. HIGH <br />FLOOR LEVEL NUMBER: 5" MIN. HIGH NUMBERS, LOCATED BELOW STAIRWAY IDENTIFIER <br />• SIGNAGE TO INDICATE: <br />1. FLOOR LEVEL <br />2. TERMINUS AT TOP AND BOTTOM OF STAIR ENCLOSURE (I"MIN. CHARACTERS) <br />3. IDENTIFICATION OF STAIR ENCLOSURE <br />4. FLOOR LEVEL OF EXIT DISCHARGE. AND DIRECTION TO EXIT DISCHARGE <br />DRINKING FOUNTAIN <br />SERVICE SINK <br />" MAXIMUm <br />i <br />4 EXITS <br />(B) 1 PER 40 (<80) <br />(B) 176 occ.) MALE: -2*_-- <br />1 PER 80 (>80) <br />(38 M)=0.95 FEMALE: =2* <br />(38 F)=0.95 *11VG'LUDES UNISEX <br />TOTAL =4 <br />I <br />(B) 1 PER 100 <br />(B) (76 occ.)=0.76 <br />TOTAL =1 <br />I <br />(B) 1 REQ'D. <br />1 <br />TOTAL =1 <br />� <br />I <br />I , <br />_ SIGN <br />I <br />EQ EQ -CLEAR FLOOR <br />AREA <br />CENTERED ON <br />CHARACTERS <br />PLAN VIEW OF SIGN FLOOR CLEARANCE <br />AREA OF 4L-4- <br />REFUGE <br />SIGNAGE TEXT HEIGHT LIMITS <br />d\so <br />i <br />;I <br />aesign styles <br />ark icy <br />iarnpca, Florida 33605 <br />P 81 3 241 6700 f 813 247 3757 <br />ri=;;rsi'Ylesc�Ec:cif l<rP.r:gym <br />r r�MN03 3"39 1 <br />AV repwdu&,ion property <br />rights resmed 2W 7 <br />Project <br />°. <br />CA <br />s <br />i' i 01 <br />D G (FL) w <br />Z tE P H Y R H hi._L%` <br />5930' err Street Zephylhils, <br />FL 33542 <br />Prepared for <br />in AssoclatIOR tM+lh: <br />HEES & ASSOCIATES 'NC. <br />CONTACT: KAR1_ HEF,S <br />1381 5TH ST <br />SPORASOTA, FL 34235 <br />PHONE. 941.955.4355 <br />GENESIS ENGINEER GROUP.. LLC <br />CONTACT: MIKE HANEY <br />1000 N. ASHLEY DR. #/900 <br />TAMPA, FL <br />PHONE 811.523 645h <br />GENESIS ENG-INEER GRCUc. LLC <br />CONTACT : MIKE HANEY <br />1000 N. ASHLEY ✓R.'' <br />T.AMPA, FL <br />PHONE: 813.523.6455 <br />fry' O <br />AR001580_ fM1 j <br />11:Q1-08 AM <br />No. Revisory Desc."lion Date <br />r <br />1 ?t-:RMlT ANO 'lJ ;F.r '1J12018 <br />a <br />- --- = __- No. Revision Descriplicr, Date k <br />'r AREA OF <br />ti <br />"Rrr <br />GN <br />`_ _ -- - -------� h4r: h Drawn By': 10°r �C •d hV. JF <br />NOT !N <br />Project Number: 18190 <br />iPICTOGRAM. FE-LD Shee,. �:ife <br />t3' #'' <br />INF0RI'vil T I0 <br />Original drawing is 24 x 3n .,,o not <br />scai,- contents of drag:,ink <br />3i,eet Number <br />Ltiuoo <br />L <br />
The URL can be used to link to this page
Your browser does not support the video tag.